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| 旧桥加固检算方法研究与应用 | |
| 引用本文： | 康琦,王茜,韦红,李晓棠.旧桥加固检算方法研究与应用[J].宁夏工程技术,2006,5(1):76-79. |
| 作者姓名： | 康琦 王茜 韦红 李晓棠 |
| 作者单位： | 1. 长安大学,陕西,西安,710064 2. 宁夏城乡规划设计院,宁夏,银川,750021 3. 宁夏质量监督总站,宁夏,银川,750001 |
| 摘 要： | 为了进一步修正桥梁承载能力,以旧梁式桥结构为例,介绍了加固时进行承载能力评定的一种新方法;并结合计算实例,简述了该方法在旧梁式桥简支变连续加固过程中的具体应用. |
| 关 键 词： | 加固 检算方法 简支变连续 |
| 文章编号： | 1671-7244(2006)01-0076-04 |
| 收稿时间： | 10 10 2005 12:00AM |
| 修稿时间： | 2005年10月10 |
Research and application of old beam bridge carrying capacity checking calculation |
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| KANG Qi,WANG Qian,WEI Hong,LI Xiao-tang.Research and application of old beam bridge carrying capacity checking calculation[J].Ningxia Engineering Technology,2006,5(1):76-79. | |
| Authors: | KANG Qi WANG Qian WEI Hong LI Xiao-tang |
| Abstract: | The diseases in bridge often appeared after many years used.This kind of bridge must assess it's carrying capacity before strengthening.However,the actual method to evaluate bridge's carrying capacity has obvious shortage.This paper represented a new method to assess old beam bridge's carrying capacity during the process of bridge strengthening.An instance was offered to introduce the application of this method. |
| Keywords: | bridge strengthening checking calculation old beam bridge |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |
