Seismic Design of Steel Buildingsby Ben Kato, (M.ASCE), Prof. of Struct. Engrg.; Dept. of Architecture, Univ. of Tokyo, Tokyo, 7-3-1 Hongo, Bunkyo-ku, Tokyo 113, Japan,
Hiroshi Akiyama, Assoc. Prof.; Dept. of Architecture, Univ. of Tokyo, Tokyo, 7-3-1 Hongo, Bunkyo-ku, Tokyo 113, Japan,
Serial Information: Journal of the Structural Division, 1982, Vol. 108, Issue 8, Pg. 1709-1721
Document Type: Journal Paper
An approach for the ultimate limit state design of steel buildings against the credible severest earthquake is presented on the basis of energy concept. The safety of a structure is judged by comparing structure's energy dissipating capacity with earthquake input energy to the structure. A general safety criterion is first developed for a simple elasto-plastic shear-type system, and then a procedure is discussed in detail to relate the strength and deformation capacity of steel members to those of the dynamically equivalent elasto-plastic system.
Subject Headings: Building design | Seismic design | Steel | Seismic tests | Steel structures | Structural safety | Energy dissipation | Earthquakes | Elastoplasticity | Limit states
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