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您現(xiàn)在的位置:建筑結(jié)構(gòu)>> 期 刊>> 2019年>> 第24期>>正文內(nèi)容
地震作用下高層連體建筑動(dòng)力響應(yīng)分析
苑紹東1,2,時(shí)健1,蔣大園1
摘 要

(1 青島農(nóng)業(yè)大學(xué)海都學(xué)院, 青島 265200; 2 青島市建筑設(shè)計(jì)研究院集團(tuán)股份有限公司, 青島 266003)

[摘要]隨著城市的發(fā)展,越來(lái)越多高層連體結(jié)構(gòu)被廣泛建設(shè)和應(yīng)用,其中連接橋的存在可能會(huì)引起樓體結(jié)構(gòu)受力特性的改變,對(duì)結(jié)構(gòu)的安全穩(wěn)定造成不良影響。采用ETABS軟件建立三維建模,分別沿連接橋方向和垂直連接橋方向施加不同地震作用,分析連接橋的存在及其所處不同位置對(duì)結(jié)構(gòu)受力特性造成的影響。結(jié)果表明,連接橋的存在對(duì)樓體位移、剪力、彎矩等都會(huì)造成一定影響,且連接橋所處位置不同造成的影響也不相同,當(dāng)連接橋位于樓體頂部時(shí),對(duì)結(jié)構(gòu)造成的影響最大。

[關(guān)鍵詞]高層連體建筑; 連接橋; 地震作用; 動(dòng)態(tài)響應(yīng)

中圖分類號(hào):TU318文獻(xiàn)標(biāo)識(shí)碼:A文章編號(hào):1002-848X(2019)24-0047-07

 

Dynamic response analysis of high-rise connected building under earthquake action

Yuan Shaodong1, 2, Shi Jian1, Jiang Dayuan1

(1 Haidu College Qingdao Agricultural University, Qingdao 265200, China; 2 Qingdao Architecture Design Institute Group Co., Ltd., Qingdao 266003, China)

Abstract:With the development of the city, more and more high-rise connected structures have been widely constructed and applied, among which the existence of connecting bridges may cause the change of the bearing characteristics of the building structure to cause adverse effects on the safety and stability of the structure. ETABS software was used to establish 3D modeling, and different seismic effects were applied on the direction along the connecting bridge and the vertical direction to the connecting bridge respectively, to analyze the influence of the existence of the connecting bridge and its different positions on the structural mechanical characteristics. The results show that the presence of the connecting bridge has a certain influence on the displacement, shear force and bending moment of the building, and the influences are different if the the locations of the connecting bridge are different. When the connecting bridge is located at the top of the building, the influence is the greatest on the structure.

Keywords:high-rise connected building; connecting bridge; earthquake action; dynamic response

 

通訊作者:蔣大園,碩士,講師,Email:18905327683@163.com。

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