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何偉明1,崔鴻超2,程鎮(zhèn)遠(yuǎn)1

（1 奧雅納工程顧問公司， 香港； 2 上海中巍設(shè)計(jì)事務(wù)所有限公司， 上海 200135）

 

［摘要］目前高層建筑結(jié)構(gòu)的抗震設(shè)計(jì)越來越顯示了彈塑性時(shí)程分析方法的重要性和必要性。在國內(nèi)彈塑性時(shí)程分析方法的完善過程中，中日建筑結(jié)構(gòu)技術(shù)交流會(huì)組織了中國（含港臺(tái)）和日本有較多研究及實(shí)踐經(jīng)驗(yàn)的8個(gè)單位對相同案例進(jìn)行了彈塑性時(shí)程分析實(shí)例計(jì)算，并對分析結(jié)果進(jìn)行了對比及研究。中日建筑結(jié)構(gòu)技術(shù)交流會(huì)在第一階段實(shí)例計(jì)算的基礎(chǔ)上再繼續(xù)組織較為深入的計(jì)算分析，希望提出較為完善的計(jì)算方法，為推動(dòng)國內(nèi)彈塑性時(shí)程分析計(jì)算起到積極作用。

［關(guān)鍵詞］抗震設(shè)計(jì)； 高層建筑設(shè)計(jì)； 非線性時(shí)程分析

中圖分類號：TU973，TU352.11      文獻(xiàn)標(biāo)識(shí)碼：A      文章編號：1002-848X(2013)16-0054-04

 

Ho Goman 1, Cui Hongchao2, Ching Robin 1

（1 Ove Arup & Partners, Hong Kong; 2 China Majesty Structure Design Office Co., Ltd., Shanghai 200135, China）

 

Abstract: In the seismic design of tall buildings, the use of nonlinear analysis techniques becomes increasingly important and necessary. During the development of nonlinear analysis techniques in China, Sino-Japan Conference committee gathered a group of 8 companies with both research and practical design experience to carry out a comparison study on nonlinear analysis on a structure with same designs. The analysis results were compared and analyzed through the study. Based on first stage case study analysis results, Sino-Japan Conference committee organized further analysis, and believes that it can form an important catalysts in improving seismic nonlinear analysis for buildings in China.

Keywords: seismic design; tall building design; nonlinear time history analysis

作者簡介：何偉明，博士，一級注冊結(jié)構(gòu)工程師，英國結(jié)構(gòu)工程師學(xué)會(huì)會(huì)員，香港工程師學(xué)會(huì)會(huì)員，注冊專業(yè)工程師，Email：goman.ho@arup.com。