MAXIMUM DISPLACEMENT RESPONSE OF SMRF BUILDINGS CONSIDERING SPECTRAL CHARACTERISTICS OF GROUND MOTIONS AND UNCERTAINTY IN COMPONENT STRENGTH

Author:

OBA Maya,MORI Yasuhiro

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference14 articles.

1. 1) 河野守,坂本順:不規則な水平荷重をうける骨組構造の信頼性解析,鋼構造論文集,Vol.31B,pp.81-92,1985.3.

2. MECHANISM-BASED SEISMIC DESIGN CONSIDERING RANDOM YIELD STRENGTH

3. STATISTICAL EVALUATION OF MEMBER DUCTILITY DEMANDED FOR DEFORMATION CAPACITY OF STEEL FRAMES

4. Ratio between peak inelastic and elastic responses with uncertain structural properties

5. 5) N.Luco, “Probabilistic seismic demand analysis, SMRF connection fractures, and near-source effects,” Ph.D. Dissertation; Department of Civil and Environmental Engineering, Stanford University: Stanford, California, 2002.

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