Research on Ultimate Bearing Capacity of Single-layer Cylinder Latticed Shells Considering the Influence of P-δ Effect

摘要：

　　The ultimate bearing capacity of the single-layer cylinder latticed shell structure,calculated without considering the single-member instability(P-δ effect),was not consistent to the actual value of ultimate beating capacity in practice.The ultimate bearing capacity of the single-layer cylinder latticed shell structure was studied in detail by proposing a method of multi-element simulation,considering the member instability.The value of the ultimate bearing capacity decreased by 1.2% after considering the member instability taking a single-layer latticed shell structure with a 40m span as example.The analysis results show that the value of ultimate bearing capacity is tiny affected for the single-layer cylinder latticed shell structure with a small span and high rise-span ratio.

关键词： single-layer cylinder latticed shell ultimate bearing capacity P-δ effect multi-element simulation method

作者: Wenfeng Du Zhiyong Zhou Pei Zhu

作者单位: College of Civil Engineering and Architecture, Henan University, Kaifeng 475004, China

会议类型: 国际会议

会议名称: The International Conference on Civil Engineering, Architecture and Sustainable Infrastructure (2012土木建筑与可持续基础设施工程国际会议(ICCEASI2012))

会议地点: 郑州

会议语种:英文

页码: 589-592

在线出版日期: 2012-09-22（万方平台首次上网日期，不代表论文的发表时间）