| 自锚式悬索桥的空间分析及其试验研究 |
| |
| 引用本文： | 朱磊,项贻强,郑江敏,唐国斌,吴孙尧. 自锚式悬索桥的空间分析及其试验研究[J]. 中国市政工程, 2010, 0(1): 18-20 |
| |
| 作者姓名： | 朱磊 项贻强 郑江敏 唐国斌 吴孙尧 |
| |
| 作者单位： | 1. 浙江大学土木工程系,浙江,杭州,310058
2. 江山市市政工程管理处,浙江,江山,324100 |
| |
| 摘 要： | 以江山北关自锚式悬索桥为例,利用有限元软件建立了自锚式悬索桥空间分析模型,分别考虑了恒载静力作用、主缆吊杆初始张拉力及几何非线性对其静力特性的影响。通过分析计算,给出了这些因素对该桥静力特性的影响规律。然后,通过典型的实桥静载试验研究来验证理论分析。从加劲梁、主缆挠度与索塔水平偏位,加劲梁与索塔应变,吊杆索力等几方面的对比,表明理论计算值和实测值吻合较好,北关大桥的刚度和强度满足规范要求。
|
| 关 键 词： | 自锚式悬索桥 初始平衡状态 初始张拉力 有限元法 静载试验 |
Spatial Analysis of Self-anchored Suspension Bridge and Its Experimental Study |
| |
| ZHU Lei,XIANG Yi-qiang,ZHENG Jiang-min,TANG Guo-bin,WU Sun-yao. Spatial Analysis of Self-anchored Suspension Bridge and Its Experimental Study[J]. China Municipal Engineering, 2010, 0(1): 18-20 |
| |
| Authors: | ZHU Lei XIANG Yi-qiang ZHENG Jiang-min TANG Guo-bin WU Sun-yao |
| |
| Affiliation: | ZHU Lei1,XIANG Yi-qiang1,ZHENG Jiang-min2,TANG Guo-bin1,WU Sun-yao1(1.Department of Civil Engineering,Zhejiang University,Hangzhou 310058,China,2.Administration Department of Jiangshan Municipal Engineering,Jiangshan 324100,China) |
| |
| Abstract: | Taking a self-anchored suspension bridge,Beiguan Bridge in Jiangshan,as an example,the self-anchored suspension bridge model is established using the finite element software.The behaviour of Beiguan Bridge is analyzed by considering the impact of these factors including dead load action,initial forces of the main cable and its non-linear geometry on the bridge's static characteristics.The filed static load test is completed to verify the theoretical analysis.The results show that there is a good agreement b... |
| |
| Keywords: | self-anchored suspension bridge the initial state of equilibrium the initial tensile force limited element method static load test |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
