期刊
STRUCTURAL ENGINEERING AND MECHANICS
卷 48, 期 3, 页码 333-350出版社
TECHNO-PRESS
DOI: 10.12989/sem.2013.48.3.333
关键词
structural seismic response; epicentral distance; earthquake; reinforced concrete buildings; storey displacement
This paper deals with the development of expressions relating structural seismic response parameters to the epicentral distances of an earthquake and the natural period of several reinforced concrete buildings (6, 9 and 12 storey), with three floor plans: symmetric, monosymmetric, and unsymmetric. These structures are subjected to seismic spectrum of accelerations collected during the Boumerdes earthquake (Algeria, May 21st, 2003, Mw=6.8) at different epicentral distances. The objective of this study is to develop relations between structural responses namely: base shear, storey displacements, interstory drifts and epicentral distance and fundamental period for a given earthquake. The seismic response of the buildings is carried out in both longitudinal transverse and directions by the response spectrum method (modal spectral approach).
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