- 摘 要
-
（中國建筑西南設(shè)計研究院有限公司， 成都 610000）
［摘要］青島膠東國際機(jī)場航站樓平面長達(dá)1 090m，結(jié)構(gòu)設(shè)計應(yīng)考慮非一致地震激勵的影響。航站樓大廳結(jié)構(gòu)行波效應(yīng)分析表明，網(wǎng)架桿件的軸力行波效應(yīng)較?。坏讓涌蚣苤鶅?nèi)力行波效應(yīng)最大，行波效應(yīng)系數(shù)的分布范圍較廣，隨著樓層增加逐漸減??；大多數(shù)柱的內(nèi)力均小于一致激勵的結(jié)果，超載柱的行波效應(yīng)系數(shù)多集中于1-0～1-25區(qū)間；結(jié)構(gòu)盡端、分縫處、平面開大洞區(qū)域邊界的行波效應(yīng)顯著；結(jié)構(gòu)平面變窄的區(qū)域，其盡端框架柱行波效應(yīng)顯著，其承載力和延性應(yīng)有針對性的提高。
［關(guān)鍵詞］青島膠東國際機(jī)場; 非一致激勵； 航站樓； 框架； 行波效應(yīng)
中圖分類號：TU318+.1文獻(xiàn)標(biāo)識碼：A文章編號：1002-848X(2016)23-0021-03
Analysis of terminal building of Qingdao Jiaodong International Airport under non-uniform seismic excitation
Chen Linzhi, Feng Yuan, Wu Xiaobin, Chen Zhiqiang
(China Southwest Architecture Design Institute, Chengdu 610000, China)
Abstract:The effect of non-uniform seismic excitation should be considered in structural design of terminal building of Qingdao Jiaodong International Airport owing to its maximum length of 1 090m. The analysis of main hall indicates that the wave-passage effect of the axial force of roof truss member is relatively minor, while the maximum effect and distribution is found in the first storey columns and decrease with storey going up. The forces of most columns under non-uniform excitation are less than that under uniform excitation, and the wave-passage effect coefficient of over-load columns is concentrated between 1-0~1-25. Major effect is found in the columns near the edge, structural gap, large openings, and areas with diminishing plane width. These columns should be designed with larger capacity and ductility.
Keywords:Qingdao Jiaodong International Airport; non-uniform seismic excitation; terminal building; frame structure; wave-passage effect
作者簡介：陳林之，博士，高級工程師，一級注冊結(jié)構(gòu)工程師， Email: CLZ1978@163.com。
