Building Frames Subjected to 2D Earthquake Motionby Akira Wada, Tokyo Inst of Technology, Japan,
Keiichi Hirose, Tokyo Inst of Technology, Japan,
Abstract: Inelastic response of a simplified model of a 10-storey building frame was analyzed to assess the effects of bi-directional seismic loading. Interaction between the strengths in the two orthogonal directions was accounted for.
Subject Headings: Frames | Seismic loads | Earthquake resistant structures | Inelasticity | Seismic tests | Earthquakes | Ground motion | Structural analysis
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