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- W1983359367 abstract "In order to simulate the collapse process of a six-story full-scale wall-frame building tested at E-Defense in January 2006, analytical studies were carried out before and after test. In the preliminary analysis executed prior to the test, the effects of analytical model characteristics, shear-span to depth ratio of short column and torsional response on seismic behavior of a specimen were investigated. And after test, numerical simulation of the experimental response was conducted by modeling the behavior of each frame with different kinds of models characterized by the capability of simulating strength degradation, which is based on the preliminary analysis results and observed experiment results. It is shown that post-peak response characterized by strength deterioration and displacement concentration on the 1st story can be simulated from the analytical model employed in shear critical members such as short column and shear wall, although analytical results underestimate both base shear force and displacement obtained from experiment." @default.
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- W1983359367 date "2009-01-01" @default.
- W1983359367 modified "2023-09-26" @default.
- W1983359367 title "ANALYTICAL STUDY ON COLLAPSE PROCESS OF A FULL-SCALE 6-STORY REINFORCED CONCRETE WALL FRAME STRUCTURE TESTED AT E-DEFENSE" @default.
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- W1983359367 doi "https://doi.org/10.3130/aijs.74.1327" @default.
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