山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2012年
6期
33-34
,共2页
平面不规则%抗震性能%优化设计方法%PKPM软件分析
平麵不規則%抗震性能%優化設計方法%PKPM軟件分析
평면불규칙%항진성능%우화설계방법%PKPM연건분석
irregular plane%performance-based%optimized design method%PKPM software analysis
首先分析了平面不规则高层结构的判定方法及其变形特点与破坏机理,然后提出了此类高层结构基于性能的优化设计方法与所需采取的构造加强措施,最后通过软件对工程实例方案优化前后进行了弹塑性分析对比,从而证明了优化设计方法的合理性。
首先分析瞭平麵不規則高層結構的判定方法及其變形特點與破壞機理,然後提齣瞭此類高層結構基于性能的優化設計方法與所需採取的構造加彊措施,最後通過軟件對工程實例方案優化前後進行瞭彈塑性分析對比,從而證明瞭優化設計方法的閤理性。
수선분석료평면불규칙고층결구적판정방법급기변형특점여파배궤리,연후제출료차류고층결구기우성능적우화설계방법여소수채취적구조가강조시,최후통과연건대공정실례방안우화전후진행료탄소성분석대비,종이증명료우화설계방법적합이성。
The paper analyzes the judgment methods for the irregular plane high-rise buildings,the deformation features,and damage mechanism,points out the high-rise structure is based on the optimized design methods and the component reinforcing measures,and has the elastic-plastic comparison before and after the optimization of the engineering schemes by software,so as to prove the reasonability of the optimized design methods.
