Research paper

Behaviour of three-dimensional concrete structures under concurrent orthogonal seismic excitations

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Title
Behaviour of three-dimensional concrete structures under concurrent orthogonal seismic excitations
Content partner
University of Canterbury Library
Collection
UC Research Repository
Description

This thesis is a study into the response and seismic safety of three-dimensional multi-storey concrete structures under concurrent orthogonal seismic excitations. It employs the nonlinear time-history method as its analysis tools. Time-history analyses rely heavily on their utilised earthquake records. Accordingly, this study examines the different approaches of selecting earthquake suites and develops a methodology of selecting representative earthquake scenarios. This methodology is credibl...

Format
Research paper
Research format
Thesis
Thesis level
Doctoral
Date created
2007
Creator
Zaghlool, Baher SalahElDeen Othman Ahmed
URL
http://hdl.handle.net/10092/1177
Related subjects
structural response / seismic safety / three-dimensional multi-storey structures / concrete structures / bidirectional orthogonal seismic excitation / representative earthquake records / selecting earthquake suites / seismic hazard / time-history method / combination methods / 30-percent combination rule / 40-percent combination rule / Incremental Dynamic Analysis / IDA / structural demands / interstorey drifts / lateral storey drifts / storey accelerations / biaxial interaction / Demand and Capacity Factor Design / DCFD / fragility curves / near-field effects / combined radial shear demands / shear in columns / shear in beam-column joints / shear reinforcement

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