SEVEN-STOREY BUILDING SUBMITTED SEISMIC LOADING:EXPERIMENTATION AND MODELING
This paper presents a research program on a structure representing a seven-storey residential building tested on the shaking table in the NEES. The building was designed using a displacement based capacity approach for a site in Los Angeles resulting design lateral force. The structure is composed of 2 main perpendicular walls connected by slotted connections. The numerical calculations have been made up to failure of the specimen, at the local but also at the global level, using multi-fiber beams. Constitutive laws are based on damage mechanics and plasticity to describe cracking of concrete and the plastic behavior of steel. It is shown that the model is able to describe the global behavior of the structure and qualitatively the distribution of damage at the base of the specimen.
Beam shaking table damage concrete.
NGU YEN Xuan Huy
Doctor, Dept. of Structural Engineering, University of Communications and Transport, Vietnam
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）