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: Seismic tests | Seismic design | Frames | Earthquakes | Earthquake resistant structures | Seismic effects | Inelasticity | Energy efficiency

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