Last updated July 2022.
The Department of Civil, Structural and Environmental Engineering at the University at Buffalo has an extensive earthquake simulation, structural testing and geotechnical engineering testing facility. The facility comprises four distinct spaces, two of which house experimental equipment. These spaces are identified as South high bay and North high bay. Receiving, located side by side within Ketter Hall. In addition to these laboratories, Ketter Hall also houses many of the Civil and Structural Engineering faculty offices and a number of smaller laboratories in structural and geotechnical engineering used for research and instruction. These laboratories are also briefly described herein. Figure 2.1 presents a plan drawing of the laboratory facilities.
The south high bay of the Structural Engineering and Earthquake Simulation Laboratory is the smaller of the two main experimental spaces located within the laboratory. Figure 2.2 identifies South high bay within the general plan of the laboratory.
It consists of a large rectangular room approximately 70 ft. (21m) long, 65 ft. (20m) wide, and 30 ft. (9m) tall, enclosing a large strong floor area to which large scale or full-sized specimens and structural assemblages can be attached for quasi-static and dynamic testing. A Number of reaction frames are also available for providing lateral support. The area is accessible through a 20 ft. (6m) wide by 13 ft. (4m) high roll up door, and a 12 ft. (3.7m) wide by 12 ft. high (3.7m) roll up door. Both doors are located at the north end of the laboratory and open into the fabrication and receiving areas, which make for excellent accessibility to the loading bay. The laboratory has an overhead bridge crane which is capable of moving materials and test units to any location within the seismic laboratory. Also available within this laboratory are two bearing testing machines. The Large Bearing Testing Machine has been developed and primarily used for commercial testing of large bearings. The Small Bearing Testing Machine is highly versatile and is capable of applying simultaneous compression or tension, shear and rotation on specimens.
The test floor is a five cell reinforced concrete box girder 40 ft. (12.2m) long, 60 ft. (18.3m) wide, and 8 ft. (2.5m) overall in height. The thickness of the top test floor slab is 18 in. (46 cm). Tie down points consist of (4) 2 ½" holes which are arranged symmetrically in both directions. Each tie down point has an axial load allowable capacity of 250 kips (1112kN). Figure 2.3 presents a view of the strong floor including the layout of the tie down points. The tie down pattern is shown in Figure 2.4.
South high bay has a 15 ton / 33 kip (~150kN) capacity overhead bridge crane which is capable of moving materials and test units to any location within the seismic laboratory. Operation by Staff or Trained Personnel only.
Located within the laboratory area are several reaction frames that have been fabricated in-house and are used to provide adequate support for lateral loading. The tallest frame can be used to test specimens up to 20 ft. (6 m) tall with lateral loads of up to 250 kips (1112 kN) at a height of approximately 8 ft. (2.4 m) or lower. The frame can also support up to 120 kips (534 kN) lateral load applied at a height of 8 ft. (2.4 m) or higher. Arrangements are available for developing vertical load in addition to lateral load, and for providing lateral stability to the specimen.
North high bay features also a Single-Degree-of-Freedom shake table. Built by laboratory personnel and students, the table is 4.5 ft. by 4.5 ft. (1.4 m by 1.4 m). The dynamic stroke of the actuator is 6in (i.e., xm = 3 in (762 mm)) and the static stroke is 7.2 in (1524 mm). The table is driven by a 5.5 kip (24.47 kN) actuator with an MTS 252.25 (MOOG model number 760F264A) servovalve with a rated flow of 15gpm (56.78 lpm).
The laboratory is equipped with two bearing testing machines. The Large Bearing Testing Machine has been developed and primarily used for commercial testing of large bearings. It is capable of applying 1600 kips (7117 kN) vertical load, and lateral displacement of ±5 in. (125 mm) amplitude and 10 in/sec (255 mm/sec) peak velocity. Figure 2.8 and Figure 2.9 present views of the bearing testing machine in the testing of a single elastomeric bearing and of a pair of elastomeric bearings.
The Small Bearing Testing Machine is a highly versatile machine that is capable of applying simultaneous compression or tension, shear and rotation on specimens. It has a 50 kip (223 kN) vertical load capacity (but expandable if a higher capacity load cell is used), ±6 in. (150 mm) horizontal displacement capacity, ±2 degrees rotational capacity and peak speed of over 20 in./sec (0.5 m/sec). Figure 2.10 presents a view of the machine in the testing of an XY-FPS bearing in combined tension and high speed shear.
The multi-fan wind tunnel is controlled by 64 inertia array (8x8) of small axial fans. These fans can be controlled individually or in groups using the supplied software. Each individual fan can reach a maximum of 5,500rpm (rotations per minute). With the damping section installed, wind speeds can reach up to 40mph (~50mph without the damping section). Fully assembled, the tunnel as a length of 10 meters.
It's compromised of multiple segments. These segments can be picked up and re-arranged. Each segment has a width of 1 meter and height of 1.2 meters (the length of each varies). Located on the horizontal sides of the two test segments are either one or two doors that can be opened up to allow access to the wind tunnel. On the segment with two doors are small circular openings to allow test specimens to attach to external fixtures. Additionally, on the segment with one door is a turn table with a diameter of 0.7 meters.
Located right after the multi-fan cone is a honeycomb output with a vibration isolation section. Directly following the vibration isolation is a damping section for flow field quality. This section can be removed.
The electric furnace has a maximum operating temperature of 1,000°C (1,800 °F) and is designed to accommodate a fast ramp-up heating rate. The fire chamber is 1.5 m x 1.5 x 1.5 m (5 ft x 5ft x 5ft). Three high strength refractories are placed at the bottom center, middle left, and middle right sides of the chamber to support loaded elements. The furnace roof is removable and includes a central closure hole to allow placement and force loading of vertically oriented element. The closure hole on one side allows for placement and loading of a horizontally oriented element.
The South high bay of the laboratories is supplied with (2) MTS Hydraulic Power Supplies. Each of the pumps, 506.81 model, consists of (2) discrete hydraulic pumps with individual flow rates of 70 gpm, for a total of 280 gpm. The pumps can be operated individually or in any combination to achieve the required flow rate. The hydraulic supply, manifolds, is available at several stations throughout the laboratory. Also available are six static actuators (four Parker and two Miller) and eight MTS dynamic actuators.
A set of two high-performance, six degrees-of-freedom shake tables, which can be rapidly repositioned from directly adjacent to one another to positions up to 100 feet apart (center-to-center). Together, the tables can host specimens of up to 100 metric tons and as long as 120 feet, and subject them to fully in-phase or totally uncorrelated dynamic excitations.
There are two Reaction Walls in North high bay, one next to strong floor and one next to the shake table trench.
Physical Dimensions of the Reaction Wall next to Strong Floor are:
Physical Dimensions of the Reaction Wall next to Shake Table Trench are:
Physical dimensions of the Strong Floor in North high bay are:
The Geotechnical Laminar Box is designed for soil-foundation-structure interaction studies at or near full scale. The laminar box and the soil contained within deform in a manner that simulates free ground response under simulated seismic excitations. The laminar box can be assembled to a maximum height of six meters.
North high bay is equipped with a 40 T and a 20 T Gantry cranes that span width of test area and are operated by remote control. Operation is restricted to Staff or Trained Personnel only!
An observation deck is located on the 3rd level of the lab.
All servers are housed in the server room, located on the first floor of the North high bay. Servers are mounted in racks with redundant and backup power supply. Dual gigabit Ethernet connections are provided to each server. There is an integrated LCD/keyboard console to locally administer all servers in the rack.
Elevated Control Room houses Workstations capable of controlling any data acquisition or control system in the lab. These workstations are preloaded with all the necessary software to run any system in the lab. Additionally, software to quickly visualize and analyze captured data is preinstalled as well.
A workshop is located on the east side of the 2nd floor in North high bay.
The pump room, located in the basement of the North high bay, houses four MTS 506.92 Hydraulic Power Supply (HPS) units, each rated at 185 gpm (700 lpm) flow with 3,000 psi (207 bar) working pressure.
Four hydraulic outlet stations are located along the table trench for connection of hoses. Two stations are used to connect to the moveable tables at any one time and any free stations can be used to allow connection of structural actuators to the strong floor along the north side of the floor for certain configurations.
At the strong floor surface, adjacent to the strong wall, four high flow manual distribution manifolds are located, with four sets of 2 inch hand and check valves to allow connection to the three moveable Hydraulic Service Manifolds. These high flow (800 gpm) Hydraulic Service Manifolds with additional accumulation are typically located near the lab reaction wall to provide full flow capacity to the high speed structural actuators. This arrangement will supply the highest available volume flow to the structural actuators for their demanding applications for real time hybrid and other high-demand testing. Also available are three low flow distribution manifolds along the south edge of the floor that are evenly spaced and each is provided with two sets of hand and check valves on the testing floor level.
The Fabrication Area is located between South and North high bays. The area is approximately 58 ft. (17.7 m) long and 31 ft. (9.5 m) wide, and has direct access to the delivery area and loading bay. Moreover, the area features an additional enclosed 19 ft. by 22 ft. (5.8 m by 6.7 m) restricted machine area and a 12 ft. by 20 ft. (3.7 m by 6.1 m) technician’s office. The area has a 15 kip (66 kN) capacity overhead bridge crane that is capable of moving materials and test units within the fabrication area. A 6 kip (27 kN) capacity forklift is available and typically stored in the Fabrication or Delivery Areas.
A Tinius Olsen Universal Testing Machine is located within the Fabrication Area. A MTS 150 kip (667 kN) Compression/Tension Machine is located in this area as well. These machines are used in the testing of concrete specimens, in the calibration of load cells and in the compression testing of elastomeric and sliding bearings.
The laboratory maintains facilities and personnel for performing machining, fabrication, welding and erection of structural systems. The equipment necessary to do so is located and stored within the Fabrication Area. Available equipment includes the following:
SEESL is equipped with several welding stations that can be moved to anywhere within the lab. The welding machines available are:
The machine shop area has a 7.5 T (75 kN) capacity overhead bridge crane that is capable of moving materials and test units within the area.
There are two delivery areas located in the lab. The first is located between North high bay and the fabrication area. It is approximately, 14 ft. (4.2 m) tall and 15 ft. (4.5 m) wide and has direct access to the 15 kip (66 kN) capacity overhead bridge crane.
The second is located in North high bay, on the west side of the lab. This area is approximately 14.5 ft. (4.4 m) tall 15 ft. (4.5 m) wide and has access to two overhead bridge cranes (one being 40 T and the other 20 T).
Available rigging equipment is as follows:
Two electric scissor lifts and a cherry picker are available for lifting personnel within all lab areas.
Wood fabrication area is equipped with the following:
The geo-engineering research laboratory includes (a) two automated computer controlled (Geocomp and GDS) apparatus for stress/strain controlled static/cyclic triaxial testing, consolidation and permeability testing, (b) two (Brainard-Kilman) pressure panels capable up to 1400kPa of pressure, (c) 70 mm diameter triaxial cells and flexiwall permeameters, (d) two Geotest (S22/5A) 100 x 100 mm direct shear test apparatus and one 100 x 100 mm Soil Test (D-500A) direct shear apparatus and digital data acquisition system, (e) Five 70 mm diameter ELE consolidation cells and load stations with 8channel ELE digital data logger, (f) two HP network analyzers (LF Impedance Analyzer 4192A, 5Hz-13MHz and RF Impedance/Material Analyzer 4191A, 1MHz-1.8GHz) for material characterization/non-destructive testing; (g) a 60 cm diameter and 2.25 m high calibration chamber and model test facility for static and dynamic penetration testing and model pile studies. The laboratory is provided with compressed air up to 700kPa pressure.
Geocomp apparatus consists of Loadtrac, Flow Trac, Hydraulic loading frame, Parker Actuator, Triaxial cells, signal conditioning unit, and Pentium-III computer and software for triaxial shear, cyclic shear, permeability, and consolidation testing. Specimens up to about 70 mm diameter with a cell pressure up to 800kPa can be tested. Axial load capacity is 2000 lbs. Axial strain up to 25% can be reached. Cyclic loading frequency in the range of 0.1 to 10 Hz is possible.
GDS apparatus consists of digital panels for back pressure saturation, cell and pore pressure control, and loading and a computer. Specimen size is limited to 38 mm. Axial strain up to 25% can be reached. Cyclic loading frequency is limited to 2 Hz.
The laboratory is equipped for conducting standard laboratory tests including classification tests, compaction, permeability (constant head and falling head), unconfined compression and direct shear tests.
In particular the laboratory houses (a) two Geotest (S22/5A) 100 x 100 mm direct shear test apparatus and one 100 x 100 mm Soil Test (D-500A) direct shear apparatus and digital data acquisition system, (b) five 70 mm diameter ELE consolidation cells and load stations with 8-channel ELE digital data logger, and (c) two Geotest (S 2013 and S 2014) unconfined compression test machines
Key elements of the SEESL are the two movable, six degrees-of-freedom, shake tables, which can be rapidly repositioned from directly adjacent to one another to positions up to 100 feet apart. Together, these tables can host specimens of up to 100 metric tons and as long as 120 feet, and subject them to fully in-phase or totally uncorrelated dynamic excitations. For more information, please refer to this page http://www.buffalo.edu/seesl/services/shake_tables.html
There are the two 7 x 7 meter shake table extension platforms available for each of the shake tables. The Platforms are of welded steel construction with a weight of approximately 9.8 tons. The extensions have painted top surface.
Reaction Walls and Strong Floors allow for testing of structural components such as steel trusses and concrete slabs. For further information about the physical data, refer to the referenced pages above.
The test floor is a five cell reinforced concrete box girder 40 ft. (12.2 m) long, 60 ft. (18.3 m) wide, and 8 ft. (2.5 m) overall in height. The thickness of the top test floor slab is 18 in. (46 cm). Tie down points consist of (4) 2 ½" holes which are arranged symmetrically in both directions.
Each tie down point has an axial load allowable capacity of 250 kips (1112 kN).
The test floor is a reinforced concrete box girder 79 ft. (24m) long, 39 ft. (11.8 m) wide. The thickness of the top test floor slab is 24 in. (60 cm).
For capacity data of the strong floor in North high bay, please refer to the following page: http://www.buffalo.edu/seesl/services/strong_floors.html
|Device Type||Quantity||Flow Rate (per unit) gpm [lpm]|
|MTS506.81 HPS||2||140* [1,245.5]|
* Flow rate available in increments of 70 gpm (265 lpm)
The pump room, located in the basement of the Ketter Hall lab addition, houses four MTS 506.92 Hydraulic Power Supply (HPS) units, each rated at 185 gpm (700 lpm) flow with 3,000 psi (207 bar) working pressure. Each HPS consists of two highpressure, variable volume main pumps and a low pressure “supercharge” pump that draws oil from the reservoir and supplies a constant oil pressure and flow to the inlets of the main pumps. These units have oversized reservoirs to accommodate the additional accumulator oil volume required for high performance dynamic testing. Hydraulic system oil is cooled by pumping hydraulic fluid through a system of heat exchangers (one located on each HPS) that are connected to the campus chilled water system. The chilled water is supplied at an average year-round temperature of 50° F. Temperature-sensitive flow control valves are provided by MTS as part of the HPS assembly. These valves regulate the flow of chilled water through the heat exchangers as a function of hydraulic fluid system temperature. The hydraulic fluid is maintained at an optimum working temperature of 100 – 110° F.
The laboratory hydraulic distribution system is an integrated solution for the combined functions of seismic and structural testing. The system was designed to minimize system expenditure (by reducing the use of duplication) and to maximize performance and capabilities.
The pump room piping segment is connected to the outputs of the four HPS units and runs directly to the through an opening in the table trench wall. The diameter of the common piping in the HPS room area is 130 mm pressure and 220 mm return line with 2 inch drain lines. The reservoirs of the HPS units are connected together with large diameter piping to provide a common reservoir from which all 8 pumps on the 4 HPS units can draw oil.
The seismic piping system runs along the length of the shake table trench. This piping is sized to allow both the seismic table and structural actuators to run simultaneously for hybrid testing applications with table-mounted specimens coupled with the strong wall at the east end of the trench. Hydraulic outlets with manual valves are located along the trench for positioning of the movable tables, offering maximum flexibility. Outlets are also located along the strong wall for connecting the Hydraulic Service Manifolds for the high flow structural actuators. Flexible hoses are used to connect the table system and the structural actuators to the main hard line distribution outlets.
Four hydraulic outlet stations are located along the table trench for connection of hoses. Two stations are used to connect to the moveable tables at any one time and any free stations can be used to allow connection of structural actuators to the strong floor along the north side of the floor for certain configurations. By design, one trench distribution manifold station will allow one table to be positioned to any one of four locations without breaking hose connections. This helps simplify repositioning of the table system.
The main branch line running from the HPS piping manifold in the table trench area to the east end of the trench is sized to provide in excess of 1200 GPM pressure and 1600 GPM return (average) of oil flow using 150 mm pressure piping and 220 mm return piping with 2 inch drain lines. Wall openings are cast into the concrete structure of the basement and the table trench, through which the hard line is routed.
Over 700 gallons of oil volume accumulation (Figure 3.12) is provided through four distributed accumulation bank systems. These accumulators are located in the basement below the strong floor adjacent to the high flow hydraulic distribution manifolds (see Figure 3.13). These are engineered to operate in a horizontal manner to provide maximum accessibility for maintenance in the basement.
At the end run of the main branch line, a secondary piping distribution runs south below the strong floor along the strong wall to service the structural testing area. This secondary branch line for structural testing also consists of 150 mm pressure piping and 220 mm return line piping with 2 inch drain lines along the length of the strong wall. Line accumulation from the individual Hydraulic Service Manifolds and the basement accumulation banks supplements the flow above the 800 GPM output from the HPS units as needed. Vertical risers run from the basement level through the strong floor to the four distribution manifolds mentioned earlier. The pressure risers are 130 mm and the return risers 140 mm in diameter. Strong floor cut outs (precast in the floor) allow the passage of the piping system from the basement to the top of the strong floor.
At the strong floor surface, adjacent to the strong wall, four high flow manual distribution manifolds are located, with four sets of 2 inch hand and check valves to allow connection to the three moveable Hydraulic Service Manifolds. This arrangement will supply the highest available volume flow to the structural actuators for their demanding applications for real time hybrid and other highdemand testing. These high flow manual distribution manifolds can also be used as general purpose distribution manifolds to connect other actuators for more traditional structural testing applications (when the high flow structural actuators are not in use) adding setup flexibility along the strong wall area.
Beginning at the fourth high flow structural testing distribution manifold location, approximately 60 feet of 75 mm diameter piping runs below the strong floor along the south edge of the floor. Three low flow distribution manifolds are evenly spaced along this piping run and each is provided with two sets of hand and check valves on the testing floor level. The vertical risers consist of 2 inch SST piping (pressure and return) to each distribution manifold.
When considered as a single system, the hard line runs and outlet stations in the table trench, and the hard line runs and manifolds along the strong wall and south strong floor allow hydraulic power to be distributed to three sides of the strong floor area. This distribution scheme allows hydraulic power coverage over the majority of the strong floor area.
Three high flow (800 gpm) Hydraulic Service Manifolds with additional accumulation are typically located near the lab reaction wall to provide full flow capacity to the high speed structural actuators. For structural testing applications, these Hydraulic Service Manifolds are used for on/off control with 40 gallons each of pressure and return accumulator banks. These service manifolds each support a single actuator assembly with an 800 GPM servo valve. These Hydraulic Service Manifolds can be positioned throughout the testing Laboratory, with high speed testing typically performed at the lab reaction wall where the distribution piping and accumulator systems will maximize the flow capabilities. They can also be positioned at any free station located at the seismic table trench area if needed.
Each table system has a dedicated integral Hydraulic Service Manifold with 30 gallons each of pressure and return accumulators.
Two (2) 50gpm hydraulic service manifold are available for connecting the static actuators. Typically these manifolds are connected to the south strong floor distribution manifolds; however they can be used throughout the laboratory wherever a connection point exists.
|Device Type||Quantity||Flow Rate (per unit) gpm [lpm]|
|MTS Manifold 290 Series||3||50 |
|MTS Manifold 290 Series||2||100 [378.54]|
|MTS Manifold 290 Series||1||250 [946.35]|
The hydraulic distribution system is designed to meet an oil filtration quality of ISO 13/10. This level of cleanliness is critical for high fidelity servo valve systems. The system is designed to use Mobil DTE 25 hydraulic fluid or the equivalent. Oil samples are taken at 3 month intervals and sent to MTS for evaluation. If particle counts exceed the ISO 13/10 specification, corrective action is immediately taken. This typically involves flushing the hydraulic distribution system at high flow rates for several hours or days, after which oil samples are again drawn for evaluation.
The laboratories feature numerous actuators suitable for a variety of different testing procedures. For more detailed information regarding our actuators and servovalves, please refer to this page: http://www.buffalo.edu/seesl/services/actuators.html
MTS 433 Servo-Controllers:
These controllers consist of rack mounted card cages (one cage for each controlled channel). Each cage contains modular circuit cards for program input to the actuator, command vs. feedback comparison, load cell conditioning, strain gauge bridge completion and conditioning, LVDT conditioning, and program error and limit detection. Due to the size and relative immobility of these controllers, they are dedicated to each of the two MTS Hydraulic Testing Machines. While not technically part of the servo controller, a multi-waveform function generator is integral to each of the racks these controllers are mounted in.
A subset of modified MTS 433 controllers (labeled as MTS 469 controllers) is incorporated into the control system for the lab's seismic simulator. This control system provides acceleration, velocity and displacement control for the five active degrees of freedom in which the table is capable of moving. Provisions are also made for crosscoupling control to minimize the error encountered during the testing of tall and/or heavy structures.
MTS 406 Servo-Controllers:
These controllers consist of portable, table top boxes which contain a main circuit board that provides program input to the actuator, command vs. feedback comparison, error/limit detection and LVDT conditioning. Plug-in cards provide load cell conditioning, third stage valve control, and other custom features as required per application. The portability of these controllers enables them to be moved and reconfigured easily and interfaced with a variety of actuators.
MTS 458 Servo-Controllers:
These are hybrid controllers, consisting of analog and digital technology. They can be configured as either rack mounted or free standing. They consist of a card cage with a fixed hydraulic manifold control module, and interchangeable actuator controllers. These controllers are highly configurable, providing servo control error, limit detection and signal conditioning on each card. Typically, a 458 AC Controller module is configured as the master controller, with an actuator AC LVDT as the feedback device. DC controllers for load and strain feedback (or other AC controllers) are slaved to the master controller, and switching between control modes (displacement, force, strain) is accomplished with a series of push buttons and digital readouts of the controlled variables. Generally speaking, these controllers are dedicated to specific actuators or testing machines, although they can be reconfigured with relative ease.
|Servo Controller Manufacturer||Quantity (# Channels Controlled)||Control Modes||Servovalve Type(s) Controlled|
|MTS 406||8||Force / Displacement||MTS 252.24, 252.25|
|MTS 406||1||Force / Displacement||MTS 256.09|
|MTS 433*||1||Force / Strain / Dispalcement||MTS 252.24, 252.25|
|MTS 458**||1(2)||Force / Strain / Displacement||MTS 252.24, 252.25|
|MTS 458||1(2)||Force / Strain / Displacement||MTS 252.24, 252.25, 256.09, 256.25|
|MTS||1(5)||Acceleration / Velocity / Displacement||MTS 256.09, 256.18|
|MTS 469D||1(5)||Acceleration / Velocity / Displacement||256.80S|
|MTS 407||5||Force / Displacement / Stress||MTS 252.24, 252.25, 256.09, 256.25|
|MTS FlexTest||1(6)||Acceleration / Force / Displacement||MTS 252.24, 252.25, 256.09, 256.25|
* Dedicated controller for MTS 150 kip Tension machine
** Dedicated controller for MTS Axial / Torsion testing machine
Hydraulic Service Manifold (HSM) is a hydraulic pressure and flow regulation device that controls pressure to a single test station from the main hydraulic power unit (HPU).
|Device Type||Quantity||Flow Rate (per unit) gpm [lpm]|
|MTS 506.81 HPS||2||140* [1,245.5]|
|MTS Manifold 290 Series||3||50 |
|MTS Manifold 290 Series||2||100 [378.54]|
|MTS Manifold 290 Series||1||250 [946.35]|
|MTS Model 506.92 HPS||4||180** |
|MTS High Flow Hydraulic Distribution manifolds||4||800|
|Custom Hydraulic Service manifolds||3||800|
|MTS 293.12 Low FLow Hydraulic Service Manifold||2||50 |
* Flow rate available in increments of 70 gpm (265 lpm)
** Flow rate available in increments of 90 gpm (340 lpm)
It is important to understand that the laboratory is not restricted to the specifications of each particular hydraulic actuator. In an actual experiment a hydraulic actuator system is composed of three major components including the hydraulic cylinder, servovalve, and servo-controller. Due to the fact that the majority of the equipment used in the laboratories is manufactured by MTS Systems, the components of each actuator can be interchanged. Different servovalves can be used on the same hydraulic cylinder to produce low and high speed velocities. This in turn may change the rating of the hydraulic actuator from static to dynamic and vice versa.
Moreover, different servo-controllers may be used depending on the desired experimental set up. For example, an experiment may entail applying a force to a horizontal beam and at the same time ensuring that the beam is kept horizontal. This would require an initial actuator to apply force to the system as well as a second actuator to ensure that the position of the beam is correct. Different servo-controllers can be used that will allow the system to obtain actual feedback from the two actuators so that any necessary corrections can be made immediately.
This machine is capable of biaxial testing of specimens and components of many sizes, up to 4 ft. (1.22 m) in length. Control modes available are force, strain and displacement in axial mode, and torque (in/lb.), strain and rotation (degrees) in torsion mode. The machine has calibrated ranges of 100, 50, 20, and 10 kips, and ± 5, 2.5, 1, and 0.5 in. axially, as well as 50000, 25000, 10000, and 5000 pounds-inch, and 50, 25, 10, and 5 degrees in the torsion mode.
This machine has been developed for the testing of sliding bearings. It is capable of 1600 (7117.2 kN) kips compression (expandable to 2200 kips / 9786.1 kN), lateral load of up to 220 kips (978.6 kN), stroke of ± 5 in. (12.7 cm) and velocities of up to 10 in./sec (254 mm/sec). Bearing plan dimensions can be up to 45 in. (114.3 cm) by 45 in. (114.3 cm). It can be used for the seismic testing of sliding bearings and the characterization of frictional properties of large-dimension material interfaces. The machine can also be used for the testing of elastomeric bearings. The machine is capable of testing pairs of bearings, or a single bearing with the use of rolling cylinders. Figure 3.21 presents a view of this testing machine.
This machine has been developed for the testing of single bearings under controlled conditions of vertical load, lateral movement and rotational movement. It has a 140 kip (622.8kN) vertical load capacity, 55 kip (244.7 kN) horizontal load capacity, ± 6 in. (15.24 cm) horizontal movement capacity with up to 15 in./sec (381 mm/sec) velocity, and rotational capability of ± 2 degrees. Reaction forces can be directly measured by a multi-component load cell which currently has a rated capacity of 20 kips (89 kN) shear and 50 kips (222.4 kN) axial load. The machine can been used in the testing of elastomeric and sliding bearings, including tests under variable axial load and tests of bearings pre-stressed by tendons to prevent uplift. Figure 3.22 presents a view of the testing machine during testing of an elastomeric bearing.
This machine has been used primarily for testing concrete cylinders, structural steel members, and standard steel test specimens. The machine consists of a dual crosshead, mechanical screw load frame, with a test surface platen having an effective area of 31 in. (79 cm) x 43 in. (109 cm). The platen is 45 in. (114.3) from the lab floor. The crossheads can be placed at any height along the screws to allow testing of specimens up to 72 in. (183 cm) long in tension. The upper crosshead is locked in place during testing, while the lower crosshead moves along the machine's screws to apply tension or compression to the specimen. Compression testing capacity is limited by the tendency of tall specimens to buckle, but theoretically a 72 in.(183 cm) specimen can also be tested in compression. The machine is capable of testing specimens in tension or compression to 300 kips (1334 kN). Force readout is provided by a dial indicator calibrated in ranges of 3, 12, 60 and 300 kips (13. 53, 267, and 1334 kN). For electronic readout, any suitable load cell can be mounted in series with the test specimen. Alternatively, a Temposonic displacement transducer is mounted on the gear rack assembly which drives the dial indicator, providing a linear voltage readout proportional to the position (force readout) of the dial indicator. Displacement readout is accomplished by using displacement transducers of suitable range mounted parallel to (or directly on) the test specimen.
The laboratory uses many different types of displacement transducers that each have various attributes and limitations which determine their suitability for different applications. The following is a list of each different displacement transducer and a brief summary of its mechanics.
The most readily available and simplest position transducer is a linear potentiometer. These devices are DC-powered and deliver an output voltage that is proportional to a straight-line position varying between zero and a maximum voltage, or from a negative maximum to a positive maximum voltage in proportion to a mechanical displacement that also varies between a maximum negative and a maximum positive value relative to a defined null position.
Linear Variable Differential Transformer (LVDT):
The word "linear" appears in the name of the LVDT to denote straight-line motion as opposed to a linear relationship between input and output. Three coils of electrically conducting wire are wound on an insulating form. By the principle of mutual inductance an AC voltage across the terminals of the primary coil induces a voltage of the same frequency in each of the two secondary coils. If the moveable ferromagnetic core is centered, the two secondary voltages are of the same amplitude. For a positive displacement of the core, the voltage appearing across the number 1 secondary coil is greater in amplitude than at the null condition, while the amplitude across the number 2 secondary coil is less.
MTS Temposonic Displacement Transducer:
Initially a current pulse is applied to the conductor within the waveguide over its entire length. There is another magnetic field generated by the permanent magnet that exists only where the magnet is located. This field has a longitudinal component. These two fields join vectorially to form a helical field near the magnet which in turn causes the waveguide to experience a minute torsional strain or twist only at the location of the magnet. This torsional strain pulses propagates along the waveguide at the speed of sound in this material. When this torsional pulse arrives at the tapes in the head it is converted into a dynamic longitudinal pulse injected into the tapes. The longitudinal pulses cause the tapes to experience a momentary change in reluctance. Two coils coupling these tapes mounted in the field of two bias magnets will generate a momentary electrical pulse caused by the change in reluctance in the tapes. In order to extract the useful position information we measure the time between when we launch the initial current pulse and the time we receive the signal from the output coils. This time is a very precise function of the position of the moving magnet.
This type of accelerometer, also known as a strain gauge accelerometer, is similar in principle to a piezoelectric accelerometer except it is equipped with a built in resistor, which allows it to be used with a standard signal conditioner. The lab is equipped with Honyewell (formelly known as Sensotec) accelerometers. The range of these accelerometers are ±10 peak g. For more information, please refer to this page: http://www.buffalo.edu/seesl/services/instrumentation.html
Due to the fact that many of the test apparatuses are specifically developed for single experiments, in-house custom built load cells are often used. The geometric layout of a typical load cell is shown in Figure 3.25. They are fabricated from a thick wall cylindrical steel tube. The turned down wall thickness, height, and radius are determined based on the expected maximum stresses in the load cells during testing. For detailed information regarding our load cells, please refer to this page: http://www.buffalo.edu/seesl/services/instrumentation.html
The attachment plates ensure a uniform stress distribution over the entire load cell and provide anchorage into the columns. In the most complicated custom built load cells, axial, shear, and moment stresses can be measured from Wheatstone bridge circuits wired according to Figure 3.25. Simpler compression-tension load cells are also commonly built using only an axial Wheatstone bridge circuit.
In addition a majority of the MTS, Miller, and Parker Actuators were purchased with a load cell provided by the manufacturer. These load cells are often used in experimentation.
Delta P Cells:
These are used on many of the actuators available in the laboratories. The MTS servo controllers utilize the Delta P (differential pressure) measured across the actuator piston as a stabilizing variable during the control of an actuator's motion.
While there are several methods of measuring strain, the most common is with a strain gauge, a device whose electrical resistance varies in proportion to the amount of strain in the device. The most widely used gauge is the bonded metallic strain gauge. The metallic strain gauge consists of a very fine wire or, more commonly, metallic foil arranged in a grid pattern. The grid pattern maximizes the amount of metallic wire or foil subject to strain in the parallel direction (Figure 3.26). The cross sectional area of the grid is minimized to reduce the effect of shear strain and Poisson Strain. The grid is bonded to a thin backing, called the carrier, which is attached directly to the test specimen. Therefore, the strain experienced by the test specimen is transferred directly to the strain gauge, which responds with a linear change in electrical resistance. Strain gauges are available commercially with nominal resistance values from 30 to 3000 Ω, with 120, 350, and 1000 Ω being the most common values.
It is very important that the strain gauge be properly mounted onto the test specimen so that the strain is accurately transferred from the test specimen, though the adhesive and strain gauge backing, to the foil itself. A fundamental parameter of the strain gauge is its sensitivity to strain, expressed quantitatively as the gauge factor (GF). Gauge factor is defined as the ratio of fractional change in electrical resistance to the fractional change in length (strain):
The gauge factor for metallic strain guages is typically around 2.
For video recording of experiments, the lab is equipped with multiple HD quality video cameras. The lab also has multiple small SD cameras that can be placed on the specimen. We also have various HD cameras for videos that can be taken off of the specimen. The lab has various Canon cameras for still pictures.
The laboratories currently support one 4-channel storage oscilloscope, used mostly for instrumentation calibration and verification of signal integrity. The oscilloscope is a Tektronix model TDS224, and has storage and data acquisition functionality.
The lab maintains several digital multimeters, all of which are calibrated annually and are used as reference standards for in-house calibrations. Calibration data sheets are available to users who wish to verify quality of measurements.
SEESL is equipped with two instrumentation frames. Two blue frames are located next to Shake Tables East and West in North high bay. These frames are reference frames and are used in specimen instrumentation and can be relocated along the trench as required.
Most of the in-house built lab equipment is calibrated on need to basis. Instruments used in tests, such as string potentiometers and accelerometers, are calibrated annually and as needed thereafter. Records of all calibrations are kept on file and available upon request.
The 6000 Mainframe enclosure from Pacific Instruments has an IEEE-488 interface for control and data output with mounting for 16 analog input and output modules. We have two separate configurations, each of which has 4 enclosures, providing a total of 252 available channels per configuration.
The software has a variety of features. Among them is the ability to acquire data simultaneously from multiple analog input sources. The software includes support for the high-speed sigma-delta digitizer boards. The software along with the hardware can have an aggregate sample rate of up to 300,000 samples per second.
This is a modular, expandable system, currently configured with 128 channels of sample & hold A/D input, along with 8 channels of thermocouple conditioning and 8 output channels for playback. The Megadac is primarily used in the original Seismic laboratory for various test programs.
These systems (3 total) each consist of 16 channels of National Instruments 16 bit data acquisition input channels, 4 analog output channels, and LabView data acquisition development system. The systems are portable and can be used in the SEESL environment as well as in the various teaching labs located throughout CSEE.
The lab is equipped with a gigabit local area network (LAN) connected to the campus backbone with a fiber gigabit link. Network ports are located through the lab including ports on the strong floor area, along the shake table trench, and the balcony.
Networking Hardware Configuration:
A wireless network covering the entire lab area for both university and non-university personnel. For security reasons, this requires logging in with either a UBIT name account or registering a time-limited guest account.
The lab is equipped with pan/tilt/zoom (PTZ) video cameras for real-time streaming of video from the lab. Access to these real-time streaming is restricted and only active as necessary.
Workstations capable of controlling any data acquisition or control system in the lab. Preloaded with all the necessary software for any system in the lab. Additionally, software to quickly visualize and analyze captured data is preinstalled.
The Structural Engineering and Earthquake Simulation Laboratory (SEESL) at University at Buffalo hosts a series of services for research clients such as planning organizations, for industry and industry partners, for faculty and students at Department of Civil Structural and Environmental Engineering at University at Buffalo, and others. SEESL hosts among other services (i) the CSEE instructional and research testing services on earthquake engineering and structural dynamics; (ii) the research services for other research sponsoring agencies and (iii) the services to industry and other investigative agencies.
All SEESL equipment is available for fees as indicated in the recharge rates page of our webiste.
The complete safety requirements are listed in the Lab Safety Manual. The following are excerpts from the Lab Safety Manual. The requirements listed below are intended to provide a select but incomplete list of do and do nots.
Cranes, Forklifts, Scissor Lifts:
Access to Tools:
Access to Instrumentation:
Access to the SEESL Controllers:
Laboratory safety is the highest priority at SEESL. The Department of Civil, Structural and Environmental Engineering (CSEE) has a SAFETY PLAN that covers the operations of SEESL. This SAFETY PLAN requires safety training of all employees, students and visitors. Moreover, it requires periodic inspection of laboratories and other spaces for identification and correction of unsafe conditions. The SEESL Site Operations Manager (OM) is responsible implementing the SAFETY PLAN and for coordinating the training of employees, students and visitors in the SEESL facility. The SEESL Deputy Director is in charge of development of rules and policies or resolving safety issues in the absence of appropriate policies. The Field Safety Officer, who is a member of the SEESL Technical Staff, serves as the floor supervisor. The Field Safety Officer is empowered to suspend the work or the visit of any person who does not comply with the safety requirements.
All researchers and users of SEESL must undergo safety training prior to starting work in the laboratory. The training can start with a review of the CSEE Safety Training Manual.
Upon arrival at SEESL, the visitor must take the 6-hour training class, which includes a walk through of the facilities and an examination (described below). Each person will be issued a certificate of completion of safety training allowing access to the facility.
All researchers planning to work in the laboratory must wear personal protection equipment (PPE), which includes:
The laboratory will provide hard hats, gloves, eye protection goggles, earplugs and safety harnesses
for short term visitors. Safety shoes must be provided by the researcher or user.
Note that these facilities and equipment are unique and may not be available due to use on other projects. Careful planning and scheduling is required.
The use of the SEESL equipment require budgeting according to rates approved by University at Buffalo.
The Recharge Fees Schedule (see below) for all research users is available also from our Recarge Rates page and is updated periodically. All fees are subjected to overhead at current rates of University at Buffalo. The overhead rates change periodically. Before completing any budget check this document for updates.
A service agreement prepared before the work can start at SEESL, developed between the SEESL and the client will establish the resources to be utilized in the laboratory work and testing. The agreements will include a detailed description of the fees, and a payment schedule. The agreement will be signed by the authorized representative of the visiting personnel and the SEESL representative.
Agreements An agreement will be executed between the visiting personnel and SEESL. The agreement will incorporate by reference all of the rules and requirements. The list below summarizes the issues to be addressed by the agreement:
The agreement must be signed prior to the start of actual work at SEESL.
Project Planning / Work Plan:
All researchers planning to access the SEESL site must follow the SEESL guidelines for access to the laboratory's facilities. The following are minimum requirements for such access.
The key element to safe and efficient use of the SEESL equipment, the lab space, and the associated facilities is the project WORK PLAN. A detailed WORK PLAN must be prepared by all users and this plan must be approved in advance of work by the Site Operation Manager. The work plan will be incorporated into the contract between the user and the University at Buffalo on behalf of SEESL.
For University at Buffalo researcher's, during the award process all principal investigators / researchers must submit the WORK PLAN indicating the test set-up including fail safe system required, the equipment and instrumentation required, the testing protocol intended, specimen demolition, detailed information concerning the individual work tasks to be performed, the duration of the tasks, the order in which the tasks are to be performed, who will perform the tasks, and the resources required to perform the tasks. A comprehensive schedule with milestones related to the project schedule shall be submitted with the WORK PLAN. The plan should address data management and archival needs . The following is an itemized list of issues that must be addressed in the WORK PLAN:
All experiments to be performed using the SEESL equipment should be carefully planned to assure the safety of equipment, operators, and all other users of the laboratory. All researchers should develop detailed plans for the tests set-ups which must include provisions for fail safe of experiment components and equipment. Detailed construction plans for all specimens and test fixtures designed by the visiting researchers must be provided. The plans must include the detailed design of the fail-safe system. Each testing arrangement and specimen must be reviewed and certified (stamped) by a Professional Engineer with experience in dynamic testing (or with demonstrated equivalent qualifications). The SEESL Site Operations Manager (OM) will review the completeness of submittal. The Site Operation Manager will work with visiting researchers, review testing plans, and help visiting researchers demonstrate and document that their testing apparatuses satisfy OSHA in full and the State and Campus safety requirements. The Site Operation Manager will be the point of contact for users of SEESL and will provide the information needed to develop a WORK PLAN. Note that the safety of the test set-up and of the SEESL equipment will remain the responsibility of the researcher or user.
The UB researchers will have to negotiate with the SEESL staff a schedule that will be agreed to jointly. For any time in excess of that negotiated with SEESL, fees will be charged. The scheduling for UB researchers will be negotiated with the SEESL Site Operations Manager.
Non-UB researchers will have to negotiate their schedule directly with SEESL Site Operations Manager.
Once activity begins in SEESL, the researcher or user (UB or non-UB) must update the WORK PLAN upon any changes and submit them for review and approval by the Site Operations Manager.
Failure to follow policies regarding safety or the WORK PLAN will result in the following consequences:
Note: Lab Personnel have the right to stop, or refuse, any task or any operation performed with any equipment used by any Lab User.
SEESL is a shared facility which provides services to many entities. SEESL is committed to share all the laboratory equipment and facility up to 50% as required by the Management Operations and Maintenance (MO&M) contract with the Univeresity at Buffalo. In order to accommodate all projects a carefully developed schedule agreement between the researcher and SEESL is required. At the request of the researcher the Site Operations manager will develop a schedule which will have to be coordinated with the appropriate personnel. The schedule will be then included in an agreement. The schedule will include all elements requested in the Work Plan.
Failure to obey the agreed schedule may result in additional fees for the exceeding period. The agreement will include assurances that such fees will be paid to SEESL. In case of major slip in schedule the work may be indefinitely postponed and a new schedule will have to be negotiated jointly with client and the Site Operations Manager.
The SEESL laboratory follows the official schedule of the University at Buffalo, including its holiday schedule and unforseen closures. The laboratory is open 5 days a week between 8:00 am to 4:30 pm. Work after hours or weekends might be possible in special cases with prior approval of the Site Operation Manager. Special safety restrictions and requirements will apply to such work.