INELASTIC EARTHQUAKE RESPONSE ANALYSIS OF REINFORCED CONCRETE FRAME-SHEAR WALL STRUCTURES
The fiber model and the equivalent beam model are all used in this thesis. Calculations were conducted to simulate a shaking table test of a nine story 1:6 scale frame-shear wall building model. After comparing the test results of top floor displacement, acceleration, base shear response and maximum story drift ratio, the simulation effects were evaluated. Based on the tests and simulations, the paper gives a conclusion as follows: The simulation results which based on three-dimensional analysis of fiber model and two-dimension analysis simulated by IDARC-2D4.0 are very similar. The reliability and stability of them are very well. And the fact that the results of numerical simulation are similar to the test proves that numerical simulation can simulate the elastic-plastic earthquake response of R.C. structures very well. This is helpful to the research of the elastic-plastic earthquake response of R.C. structures.
frame-shear wall structures Fiber model inelastic dynamic analysis
Wang Tao Sun Jingjiang Meng Liyan
Dept. of Structural Engineering, Institute of Engineering Mechanics, China Earthquake Administration Dept. of Structural Engineering, Institute of Engineering Mechanics, China Earthquake Administration Dept. of Structural Engineering, Heilongjiang Institute of Science and Technology, Harbin. China
国际会议
14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)
北京
英文
2008-10-12（万方平台首次上网日期，不代表论文的发表时间）