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| 基于影响矩阵的桥梁合理设计状态的确定 | |
| 引用本文： | 徐畅,曹春生,詹兵,杨俊.基于影响矩阵的桥梁合理设计状态的确定[J].交通标准化,2010(1):27-31. |
| 作者姓名： | 徐畅 曹春生 詹兵 杨俊 |
| 作者单位： | 1. 湖北省公路工程咨询监理中心,湖北,武汉,430030 2. 湖北省路桥公司,湖北,武汉,430000 3. 三峡大学土木水电学院,湖北,宜昌,443002 |
| 摘 要： | 在分析基于线性、非线性调值计算的影响矩阵法的基础上，深入剖析影响矩阵法在斜拉桥、系杆拱桥、自锚式悬索桥及预应力混凝土梁式桥合理成桥状态确定中的应用，提出一些较具实用价值的计算方法，可为桥梁设计提供有益的参考。 |
| 关 键 词： | 影响矩阵 合理成桥状态 斜拉桥 系杆拱桥 自锚式悬索桥 梁式桥 |
Determining of Bridge's Rational Design State Based on Impact Matrix |
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| XU Chang,CAO Chun-sheng,ZHAN Bing,YANG Jun.Determining of Bridge's Rational Design State Based on Impact Matrix[J].Communications Standardization,2010(1):27-31. | |
| Authors: | XU Chang CAO Chun-sheng ZHAN Bing YANG Jun |
| Institution: | 1.Hubei Provincial Highway Engineering Consultant & Supervision Center/a>;Wuhan 430030/a>;China/a>;2.Hubei Provincial Road & Bridge Corporation/a>;Wuhan 430000/a>;3.School of Civil Engineering & Hydropower/a>;China Three Gorges University/a>;Yichang 443002/a>;China |
| Abstract: | On the basis of analyzing impact matrix method based on linear and nonlinear value call calucutation,the application of influence matrix method in cable-stayed bridge,tied arch bridge,self-anchored suspension bridge and prestressed concrete beam bridge for determining the reasonable finished state of bridge is analyzed in depth,some calculation methods with more practical value are proposed,which provides useful reference for bridge designing. |
| Keywords: | impact matrix reasonable finished state of bridge cable-stayed bridge tied arch bridge self-anchored suspension bridge beam bridge |
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