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Examination of Seismic Design for High-Rise Steel Frames Under Huge Earthquake Using Element Bi-linear Time-History Analysis
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 Title & Authors
Examination of Seismic Design for High-Rise Steel Frames Under Huge Earthquake Using Element Bi-linear Time-History Analysis
Kim, Moon-Jeong;
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 Abstract
Because strong urban earthquakes must produce huge losses of both life and property, examinations about the effect of huge earthquakes for tall buildings are very required. The goal of this report is examining model safety and compare the behavior of 2-D tall models under huge seismic loads. This report examines high-rise models designed KBC2009 codes using 1) seismic loads regulated by KBC2009 and 2) amplified seismic loads assumed to strong earthquakes. And observing for more realistic behavior of tall buildings under huge earthquakes, this report takes two analysis methods - response spectrum analysis and non-linear time history analysis considering P-delta effect.
 Keywords
time history analysis;response spectrum method;huge earthquake;deformation concentration;
 Language
Korean
 Cited by
1.
P-Δ 효과에 의한 철골 라멘 하부층 변형집중현상 억제를 위한 SM570TMC 고강도강 혼용 사용 설계제안,김문정;

복합신소재구조학회 논문집, 2012. vol.3. 3, pp.31-37 crossref(new window)
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