港口结构抗震设计方法的发展(6)

详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文

英文篇名：Development of seismic design of port and harbor structures:part 6 中文刊名：水运工程 英文刊名：Port & Waterway Engineering 作者：贡金鑫 英文作者：GONG Jin-xin(The State Key Laboratory of Coastal and Offshore Engineering ; Dalian University of Technology ; Dalian 116024 ; China) 中文关键词：港口工程 ; 抗震设计 ; 规范 英文关键词：port and harbor structure ; seismic design ; code and standard 出版日期：2013-01-25 机构：大连理工大学海岸与近海工程国家重点实验室; 年：2013 期：01 出版单位：水运工程

摘要

以我国、美国和日本的港口码头设计规范、手册为基础,对我国、美国和日本港口码头抗震设计的方法进行了分析,同时介绍了国际航运协会标准《港口结构抗震设计指南》的有关规定。此系列论文共分6部分,该文为第6部分,重点分析了美国多本手册中关于高桩码头抗震构造措施的规定及与我国规范的差别。分析表明:美国规范明确了码头布置的规则性和不规则性、桩基布置原则及板-桩连接的钢筋细部规定等。抗震设计中我国规范与美国规范在叉桩使用方面的规定相差较大。
A comparative study is made on seismic design of port structures based on Chinese code,US guidelines,Japanese standards,as well as the guideline of International Navigation Association.This is the sixth of the series papers and the measures for strengthening structures to resist earthquake proposed in these codes are analyzed.It is shown that in US guidelines,the criteria for identifications of regularity and irregularity of wharf and principle of pile arrangement are presented,the details of reinforcement of connection between slab and pile are highlighted.There is a great difference for the application of brace pile in seismic design in Chinese code and US guideline.

引文

[37]李颖,贡金鑫.有斜桩和无斜桩高桩码头地震反应的非线性有限元分析[J].水利水运工程学报,2011(2):1-13
    [38]Charles W R,Robert G,Jennifer L S,et al.Seismic Performance of Pile-Wharf Connections[R].Berkeley,Pacific Earthquake Engineering Research Center,College of Engineering University of California,2001.