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张弦梁结构若干参数对承载性能的影响分析
引用本文:蒋友宝,冯健,蒋剑锋,孟少平. 张弦梁结构若干参数对承载性能的影响分析[J]. 工业建筑, 2008, 38(1): 103-105
作者姓名:蒋友宝  冯健  蒋剑锋  孟少平
作者单位:长沙理工大学,桥梁与结构工程学院,长沙,410076;东南大学,土木工程学院,南京,210096
基金项目:国家自然科学基金资助项目(50478075),江苏省自然科学基金资助项目(BK2003061)
摘    要:张弦梁结构已在我国大型工程中有所应用,但对该种结构的理论研究并不完善。通过分析在全跨荷载或半跨荷载作用下,初始缺陷、矢跨比、垂跨比和预应力水平对结构承载性能的影响,得出拱矢跨比基于承载性能的最优值。对张弦梁结构的设计具有有益的参考。

关 键 词:张弦梁结构  缺陷  矢跨比  垂跨比  预应力
收稿时间:2006-11-03
修稿时间:2006-11-03

EFFECTS OF SOME PARAMETERS ON MECHANICAL PERFORMANCE OF THE BEAM STRING STRUCTURE
Jiang Youbao,Feng Jian,Jiang Jianfeng,Meng Shaoping. EFFECTS OF SOME PARAMETERS ON MECHANICAL PERFORMANCE OF THE BEAM STRING STRUCTURE[J]. Industrial Construction, 2008, 38(1): 103-105
Authors:Jiang Youbao  Feng Jian  Jiang Jianfeng  Meng Shaoping
Abstract:Beam-string structures have been adopted in several large-span structures.However,theoretical analysis of this kind of structures has not been well established.The effects of the imperfections,rise-span ratio,sag-span ratio and prestressing value on the mechanical performance are researched under uniform full-span load and half-span load.So the optimal rise-span ratio of the arch is obtained.These conclusions provide some useful suggestions for the design of beam-string structures.
Keywords:beam string structure imperfections rise-span ratio sag-span ratio prestressing
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