Displacement-based seismic design of high-strength
concrete frame columns
Displacement-based seismic design of high-strength
concrete frame columns
ZHANG Guojun1, LIU Jianxin1, LU Xilin2
1.Architecture Engineering Institute, Shanghai Normal University; 2.Research Institute of Structural Engineering and Disaster Reduction, College of Civil Engineering, Tongji University
Abstract：Based on the testing results of 108 high-strength concrete columns under constant axial loading and horizontal cyclic loading, the relations between the drift ratio at yield, the maximum displacement drift, the limiting displacement drift, the ductility ratio of testing columns and shear span-to-depth ratio, axial compression ratio, confining reinforcement characteristic values, the ratio of cover area to confined core area as well as longitudinal reinforcement ratio are discussed in this paper. Then the relations between limiting displacement drifts and axial compression ratio, confining reinforcement characteristic values and the ratio of cover area to confined core area are analytically regressed. Subsequently the relations between confining reinforcement characteristic values and axial compression ratio, the limiting displacement drift, and the practical formula used to calculate confining reinforcement characteristic values are put forward. In the end the minimum confining reinforcement characteristic values in the dense hoop regions of high-strength concrete columns are presented by comparatively analysis, and compared with ones in the design code (GB 50010-2002, P. R. China).
出版日期: 2008-03-05
引用本文:
. Displacement-based seismic design of high-strength
concrete frame columns[J]. Frontiers of Architecture and Civil Engineering in China - Selected Publications from Chinese Universities, 2008, 2(1): 93-101.
ZHANG Guojun, LIU Jianxin, LU Xilin. Displacement-based seismic design of high-strength
concrete frame columns. Front. Struct. Civ. Eng., 2008, 2(1): 93-101.
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