Full scale shaking table collapse experiment on 4-story steel moment frame: Part 2 detail of collapse behavior

2009 ◽  
pp. 149-154
Keyword(s):  
Full Scale ◽  
Shaking Table ◽  
Moment Frame ◽  
Steel Moment Frame ◽  
Collapse Behavior

scholarly journals COLLAPSE BEHAVIOR OF 18-STORY STEEL MOMENT FRAME ON SHAKING TABLE TEST UNDER LONG PERIOD GROUND MOTION

2018 ◽  
Vol 83 (746) ◽  
pp. 625-635 ◽  
Author(s):  
Jun KUBOTA ◽  
Motomi TAKAHASHI ◽  
Yoshitaka SUZUKI ◽  
Yoshikazu SAWAMOTO ◽  
Yuji KOETAKA ◽  
...  
Keyword(s):  
Ground Motion ◽  
Shaking Table Test ◽  
Shaking Table ◽  
Moment Frame ◽  
Steel Moment Frame ◽  
Long Period ◽  
Collapse Behavior ◽  
Long Period Ground Motion

Full scale shaking table collapse experiment on 4-story steel moment frame

2009 ◽  
Author(s):  
Keiichiro Suita ◽  
Yuko Shimada ◽  
Motohide Tada ◽  
Yuichi Matsuoka ◽  
Satoshi Yamada ◽  
...  
Keyword(s):  
Full Scale ◽  
Shaking Table ◽  
Moment Frame ◽  
Steel Moment Frame

scholarly journals FULL SCALE LOADING TEST UP TO LARGE STORY DRIFT ON EXTERIOR WALL OF ALC PANEL WITH WINDOW AND DOOR ATTACHED TO STEEL MOMENT FRAME

2020 ◽  
Vol 26 (64) ◽  
pp. 869-874
Author(s):  
Shotaro YAGI ◽  
Tsuyoshi SEIKE ◽  
Satoshi YAMADA ◽  
Takanori ISHIDA ◽  
Shoichi KISHIKI ◽  
...  
Keyword(s):  
Full Scale ◽  
Exterior Wall ◽  
Moment Frame ◽  
Loading Test ◽  
Steel Moment Frame ◽  
Story Drift

Shake Table Testing of a Low Damage Steel Building with Asymmetric Friction Connections (AFC)

2018 ◽  
Vol 763 ◽  
pp. 400-405
Author(s):  
Ali A. Rad ◽  
Gregory A. MacRae ◽  
Nikoo K. Hazaveh ◽  
Quincy T. Ma
Keyword(s):  
Shaking Table ◽  
Shake Table ◽  
Moment Frame ◽  
Shake Table Testing ◽  
Steel Moment Frame ◽  
Residual Drift ◽  
Steel Building ◽  
Story Drift ◽  
Column Bases

The paper describes the shaking table performance of a half-scale two-story steel moment frame with asymmetric friction connections (AFCs) at the column bases and at the beam ends. The results showed that the beam ends and the base-column joints exhibited bilinear and trilinear response respectively. Residual drifts were less than 0.2% for shake table trials up to 3% peak inter-story drift. Even at a peak inter-story drift of 6.5%, the residual drift response was still only 0.7%.

Seismic Behavior of Steel Moment Frames with Mechanical Hinge Beam-to-Column Connections

2020 ◽  
Vol 20 (06) ◽  
pp. 2040005
Author(s):  
Han Peng ◽  
Jinping Ou ◽  
Andreas Schellenberg ◽  
Frank Mckenna ◽  
Stephen Mahin
Keyword(s):  
Seismic Behavior ◽  
Shaking Table Test ◽  
Plastic Hinge ◽  
Time History ◽  
Shaking Table ◽  
Base Shear ◽  
Moment Frames ◽  
Steel Moment Frames ◽  
Moment Frame ◽  
Steel Moment Frame

This paper presents an investigation on the seismic behavior of steel moment frames with mechanical hinge beam-to-column connections. The connection uses a mechanical hinge to carry shear force and a pair of buckling-restrained steel plates bolted to the beam flange to transfer bending moment. The moment-rotation behavior of the connection was theoretically studied. A nonlinear numerical model for steel moment frames under strong earthquakes was developed and validated using a shaking table test of an 18-story steel moment frame at the E-Defense facility. Then, nonlinear static and time-history analyses were conducted to compare the seismic behavior of a conventional steel moment frame and three innovative steel frames equipped mechanical hinge connections in terms of roof displacement, base shear, inter-story drift ratio, and plastic hinge rotation.

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