山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2011年
25期
35-37
,共3页
单跨混凝土框架%静力非线性分析%倒塌机理
單跨混凝土框架%靜力非線性分析%倒塌機理
단과혼응토광가%정력비선성분석%도탑궤리
single-span concrete frame%nonlinear static analysis%collapse mechanism
以一单跨混凝土框架为例,采用Pushover方法分析了其倒塌机理,结合已往地震中该类建筑的破坏特征,研究了现浇板及结构地坪的影响,并简单介绍了目前针对该类建筑的几种常用加固方法,以指导工程实践。
以一單跨混凝土框架為例,採用Pushover方法分析瞭其倒塌機理,結閤已往地震中該類建築的破壞特徵,研究瞭現澆闆及結構地坪的影響,併簡單介紹瞭目前針對該類建築的幾種常用加固方法,以指導工程實踐。
이일단과혼응토광가위례,채용Pushover방법분석료기도탑궤리,결합이왕지진중해류건축적파배특정,연구료현요판급결구지평적영향,병간단개소료목전침대해류건축적궤충상용가고방법,이지도공정실천。
Taking a single-span concrete frame for example,the collapse mechanism of this structure is studied by the means of Pushover.Based on the damage characteristics of single-span concrete frames in earthquake,the influence of cast-in-suit slab and ground are pointed out.Some strengthening methods of single-span concrete frames are also introduced in this paper,so as to direct the practice.