首页 | 本学科首页   官方微博 | 高级检索  
     

利用增量法分析门式刚架的抗灾害能力
引用本文:宋艳香,孔德志,位俊俊. 利用增量法分析门式刚架的抗灾害能力[J]. 山西建筑, 2012, 38(5): 37-39
作者姓名:宋艳香  孔德志  位俊俊
作者单位:河南大学土木建筑学院,河南开封,475004
摘    要:利用荷载增量法分析了门式刚架在水平荷载作用下的受力状况,得到刚架在破坏时的极限荷载以及塑性铰出现的先后顺序和出现塑性铰时与之对应的荷载值,通过采取一定措施对节点域进行加强,采取在出现塑性铰的节点域加腋的方式来提高节点的承载力,经计算节点承载力大为提高,使结构具有更大的安全储备,从而使结构具有一定的抵抗超越荷载的抗灾害能力。

关 键 词:门式刚架  增量法  塑性铰  加腋  抗灾害

On analysis of anti-disaster capacity of portal frame with incremental method
SONG Yan-xiang,KONG De-zhi,WEI Jun-jun. On analysis of anti-disaster capacity of portal frame with incremental method[J]. Shanxi Architecture, 2012, 38(5): 37-39
Authors:SONG Yan-xiang  KONG De-zhi  WEI Jun-jun
Affiliation:SONG Yan-xiang KONG De-zhi WEI Jun-jun
Abstract:The paper adopts the loading incremental method to analyze the stressed status of the portal frame under the horizontal loading effect,achieves the ultimate loading of the frame when it is damaged and the sequence for the plastic hinge,and its respective loading value,strengthens the joint region with certain measures,proves the loading capacity of the joints by the haunch of the joint region when the plastic hinges appear,and proves the loading capacity of the joint is improved and the structure has large safety reserve,so the structure has certain anti-disaster capacity which can resist the surpassed the loading capacity.
Keywords:portal frame  incremental method  plastic hinge  haunch  anti-disaster
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号