A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
3-D Dynamic Collapse Test of a Six-Story Full-Scale RC Wall-Frame Building
Response of reinforced concrete wall-frame structures subjected to earthquake motions was investigated by testing a full-scale six-story specimen on the world's largest tri-axial shake table "E-Defense". The specimen was designed based on the code of design and practice in 1970', and columns and walls were defined as flexural yielding type based on current code calculation. The specimen was subjected to series of earthquake motions and finally collapsed due to shear failure in short columns and the structural wall at 1st story during a strong earthquake motion.
3-D Dynamic Collapse Test of a Six-Story Full-Scale RC Wall-Frame Building
Response of reinforced concrete wall-frame structures subjected to earthquake motions was investigated by testing a full-scale six-story specimen on the world's largest tri-axial shake table "E-Defense". The specimen was designed based on the code of design and practice in 1970', and columns and walls were defined as flexural yielding type based on current code calculation. The specimen was subjected to series of earthquake motions and finally collapsed due to shear failure in short columns and the structural wall at 1st story during a strong earthquake motion.
3-D Dynamic Collapse Test of a Six-Story Full-Scale RC Wall-Frame Building
Shirai, Kazutaka (author) / Matsumori, Taizo (author) / Kabeyasawa, Toshimi (author)
Research Frontiers at Structures Congress 2007 ; 2007 ; Long Beach, California, United States
2007-10-10
Conference paper
Electronic Resource
English
Dynamic Collapse Analysis of the Six-Story Full-Scale Wall-frame Building
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