|Table of Contents|

Load-deformation Relations of Reinforced Concrete Columns Under Flexural-shear Failure(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2010年03期
Page:
78-84
Research Field:
Publishing date:
2010-09-20

Info

Title:
Load-deformation Relations of Reinforced Concrete Columns Under Flexural-shear Failure
Author(s):
ZHANG Qin;  GONG Jin-xin
Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian 116024, Liaoning, China·
Keywords:
reinforced concrete column;  load-deformation curve;  flexural-shear failure;  nonlinear analysis;  skeleton curve
PACS:
TU375.3
DOI:
-
Abstract:
In order to model the lateral load-deformation relations of reinforced concrete eccentric compression members with flexural-shear failure, a simplified method was presented based on the conventional section analysis techniques and test data analysis in the Pacific Earthquake Engineering Research Center(PEER)structural performance database, and mechanical behaviors of flexural-shear failure columns were also considered. The study results show that the predicted load-deformation curves match the experimental data with adequate accuracy, so it can be used to simulate the skeleton curve of hysteresis model of reinforced concrete eccentric compression members with flexural-shear failure subjected to seismic load.

References:

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Last Update: 2010-09-20