Building Frames Subjected to 2D Earthquake Motion

by Akira Wada, Tokyo Inst of Technology, Japan,
Keiichi Hirose, Tokyo Inst of Technology, Japan,



Document Type: Proceeding Paper

Part of: Seismic Engineering: Research and Practice

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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