Static nonlinear analysis of short pier shear wall with concealed bracings by using diagonal bracing frame model - 文章详情页

作者：

Zhao, Chang-Jun (Zhao, Chang-Jun.) | Cao, Wan-Lin (Cao, Wan-Lin.) (学者：曹万林) | Chang, Wei-Hua (Chang, Wei-Hua.) | Zhang, Jian-Wei (Zhang, Jian-Wei.) (学者：张建伟)

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摘要：

A　diagonal　bracing　frame　model　was　put　forward　to　analyze　short　pier　shear　wall　with　concealed　bracings.　Geometry　characteristic　and　a　parameter　defining　method　were　developed　for　the　model　and　the　stiffness　matrix　was　deduced.　The　reasonable　force-displacement　relationship　of　the　frame　element　was　selected.　Push　over　analysis　using　the　diagonal　bracing　frame　model　was　carried　out　on　two　short　pier　shear　walls　and　the　calculating　results　indicate　that　the　model　is　reasonable.

关键词：

Earthquake resistance Reinforced concrete Stiffness matrix Shear walls Geometry Piers Nonlinear analysis

作者机构：

[ 1 ] [Zhao, Chang-Jun]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
[ 2 ] [Cao, Wan-Lin]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
[ 3 ] [Cao, Wan-Lin]Key Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing 100022, China
[ 4 ] [Chang, Wei-Hua]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
[ 5 ] [Zhang, Jian-Wei]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China

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