Seismic Resistance Capacity of High-Rise Buildings Subjected to Long-Period Ground Motions: E-Defense Shaking Table Test

2010 ◽  
Vol 136 (6) ◽  
pp. 637-644 ◽  
Author(s):  
Yu-Lin Chung ◽  
Takuya Nagae ◽  
Toko Hitaka ◽  
Masayoshi Nakashima
Keyword(s):  
Shaking Table Test ◽  
Ground Motions ◽  
Shaking Table ◽  
Seismic Resistance ◽  
High Rise ◽  
Long Period

Seismic resistance capacity of beam-column connections in high-rise buildings: E-Defense shaking table test

2010 ◽  
Vol 40 (6) ◽  
pp. 605-622 ◽  
Author(s):  
Yu-Lin Chung ◽  
Takuya Nagae ◽  
Tomohiro Matsumiya ◽  
Masayoshi Nakashima
Keyword(s):  
Shaking Table Test ◽  
Shaking Table ◽  
Seismic Resistance ◽  
High Rise

scholarly journals E-DEFENSE SHAKING TABLE TESTS ON A STEEL HIGH-RISE BUILDING RETROFITTED BY STEEL DAMPERS AGAINST LONG-PERIOD GROUND MOTIONS

2011 ◽  
Vol 76 (667) ◽  
pp. 1639-1648 ◽  
Author(s):  
Daiki SATO ◽  
Takuya NAGAE ◽  
Hayato OUCHI ◽  
Yu SHIMADA ◽  
Haruyuki KITAMURA ◽  
...  
Keyword(s):  
Ground Motions ◽  
Shaking Table ◽  
Shaking Table Tests ◽  
High Rise ◽  
Long Period ◽  
High Rise Building

scholarly journals Shaking Table Model Test and Seismic Performance Analysis of a High-Rise RC Shear Wall Structure

2019 ◽  
Vol 2019 ◽  
pp. 1-17 ◽  
Author(s):  
Shujin Li ◽  
Cai Wu ◽  
Fan Kong
Keyword(s):  
Seismic Performance ◽  
Model Test ◽  
Shaking Table Test ◽  
Technical Specification ◽  
Shaking Table ◽  
Scale Model ◽  
Wall Structure ◽  
High Rise ◽  
Table Model ◽  
Shaking Table Model Test

A building developed by Wuhan Shimao Group in Wuhan, China, is a high-rise residence with 56 stories near the Yangtze River. The building is a reinforced concrete structure, featuring with a nonregular T-type plane and a height 179.6 m, which is out of the restrictions specified by the China Technical Specification for Concrete Structures of Tall Building (JGJ3-2010). To investigate its seismic performance, a shaking table test with a 1/30 scale model is carried out in Structural Laboratory in Wuhan University of Technology. The dynamic characteristics and the responses of the model subject to different seismic intensities are investigated via the analyzing of shaking table test data and the observed cracking pattern of the scaled model. Finite element analysis of the shaking table model is also established, and the results are coincident well with the test. An autoregressive method is also presented to identify the damage of the structure after suffering from different waves, and the results coincide well with the test and numerical simulation. The shaking table model test, numerical analysis, and damage identification prove that this building is well designed and can be safely put into use. Suggestions and measures to improve the seismic performance of structures are also presented.

A substructure shaking table test for reproduction of earthquake responses of high-rise buildings

2009 ◽  
Vol 38 (12) ◽  
pp. 1381-1399 ◽  
Author(s):  
Xiaodong Ji ◽  
Kouichi Kajiwara ◽  
Takuya Nagae ◽  
Ryuta Enokida ◽  
Masayoshi Nakashima
Keyword(s):  
Shaking Table Test ◽  
Shaking Table ◽  
High Rise
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