|
|||||
|
|
| 内河架空直立式码头接岸结构的选择探讨 | |
| 引用本文： | 谢殿武,王多垠,刘普军,荣学文.内河架空直立式码头接岸结构的选择探讨[J].水运工程,2004(11):80-82. |
| 作者姓名： | 谢殿武 王多垠 刘普军 荣学文 |
| 作者单位： | 1. 重庆交通学院河海学院,重庆,400074 2. 浙江省交通规划设计研究院,浙江,杭州,310006 3. 交通部规划研究院,北京,100029 |
| 摘 要： | 通过对以往发生的高桩码头震害的类型及特点的分析,并结合接岸结构的常见病害及其对码头的不利影响,针对内河架空直立式码头接岸结构的选择进行探讨,提出一种较合理的高桩码头接岸结构,以提高高桩码头的抗震能力和适用能力,减少营运期间的维护费用。 |
| 关 键 词： | 直立式码头 接岸结构 探讨 |
| 文章编号： | 1002-4972(2004)11-0080-03 |
| 修稿时间： | 2004年7月12日 |
Selection of Bank-linking Structure of Inland River Suspended Vertical Wharf |
|
| XIE Dian-wu,WANG Duo-yin,LIU Pu-jun,RONG Xue-wen.Selection of Bank-linking Structure of Inland River Suspended Vertical Wharf[J].Port & Waterway Engineering,2004(11):80-82. | |
| Authors: | XIE Dian-wu WANG Duo-yin LIU Pu-jun RONG Xue-wen |
| Institution: | XIE Dian-wu1,WANG Duo-yin1,LIU Pu-jun2,RONG Xue-wen3 |
| Abstract: | Based on the analysis of the type and characteristics of previous seismic disaster happened to high-piled wharf, and combining the common damages of bank-linking structure and its bad influence on wharf, this paper discusses the selection of bank-linking structure of inland river suspended vertical wharf, and puts forward a kind of reasonable bank-linking structure for high-piled wharf, so as to improve the anti-seismic ability and adaptability of high-piled wharf and cut down the maintenance cost during operation. |
| Keywords: | vertical wharf bank-linking structure discussion |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |