增層隔震后的老舊砌體住宅動(dòng)力時(shí)程分析
閤東東,苗啟松,韓龍勇,李文峰
- 摘 要
-
閤東東,苗啟松,韓龍勇,李文峰(北京市建筑設(shè)計(jì)研究院有限公司, 北京 100045)[摘要]基于ABAQUS對(duì)加固加層后的老舊砌體住宅結(jié)構(gòu)進(jìn)行了動(dòng)力時(shí)程分析研究。老舊砌體住宅采用外套預(yù)制鋼筋混凝土墻加固,并采用鋼結(jié)構(gòu)進(jìn)行隔震加層,可增加建筑面積。加固加層后的結(jié)構(gòu)是含有砌體、混凝土和鋼結(jié)構(gòu)的混合結(jié)構(gòu),并且采用了層間隔震技術(shù)。由于結(jié)構(gòu)較復(fù)雜,對(duì)其進(jìn)行動(dòng)力時(shí)程分析具有一定的復(fù)雜性。首先,敘述了采用雙線性模型的隔震支座模擬方法,并驗(yàn)證了該方法的正確性;其次,以某工程為例,探討了老舊砌體住宅增層隔震后的結(jié)構(gòu)的分析方法。研究結(jié)果表明,加層后下部結(jié)構(gòu)的基底剪力和位移有一定削弱,加層具有一定的可行性,分析方法也可為類似結(jié)構(gòu)提供參考。[關(guān)鍵詞]老舊砌體住宅; 層間隔震; 動(dòng)力時(shí)程分析; 抗震加固中圖分類號(hào):TU311.3;TU398+.9 文獻(xiàn)標(biāo)識(shí)碼:A 文章編號(hào):1002-848X(2013)17-0113-04Dynamic analysis of the retrofitted old masonry structure with isolated additional storiesGe Dongdong, Miao Qisong, Han Longyong, Li Wenfeng(Beijing Institute of Architectural Design, Beijing 100045, China)Abstract: Dynamic time history analysis of the retrofitted old masonry building with additional stories was carried out by ABAQUS software. After the old masonry building is strengthened by external prefabricated reinforced concrete wall, the lightweight steel structure is added above it in cooperation with seismic isolation, then, increasing building area is brought forward by these measures. The retrofitted old masonry building with additional stories is a composite and complex structure, because it includes masonry structure, concrete structure and steel structure, and with the application of seismic isolation technology furthermore. Hence, time history analysis of the structure is complicated. A new simulation method of bilinear seismic isolation bearing is described and verified for its correctness. Then, take a project as example, analysis method of the retrofitted old masonry building with additional storey is discussed. The results show that base shear force and displacement of retrofitted old masonry building are mitigated, and feasibility of adding stories is proved to some extent. The analysis method can help engineers for the similar project.Keywords: old brick masonry building; story isolation; dynamic time history analysis; seismic retrofit作者簡介:閤東東,博士,高級(jí)工程師,Email:gddhust@gmail.com。參考文獻(xiàn)[1]閤東東, 陳曦, 苗啟松,等. 砌體結(jié)構(gòu)房屋加固足尺實(shí)驗(yàn)?zāi)P蛿?shù)值模擬[J]. 土木工程與管理學(xué)報(bào), 2011, 28(3): 344-348.[2]周福霖, 張穎, 譚平. 層間隔震體系的理論研究[J]. 土木工程學(xué)報(bào), 2009, 42(8): 1-8.[3]PARK J G, OTSUKA H. Optimal yield level of bilinear seismic isolation devices [J]. Earthquake Engineering and Structural Dynamics, 1999, 28(9): 941-955.[4]龍曉鴻, 李黎. 基于ANSYS的LRB性能模擬驗(yàn)證分析[J]. 工程抗震與加固改造, 2007, 29(4): 53-56.[5]劉偉慶, 王曙光, 杜東升. 老舊住宅抗震加固及頂部加層隔震理論分析及振動(dòng)臺(tái)試驗(yàn)研究報(bào)告[R]. 南京工業(yè)大學(xué)工程抗震研究中心, 2011.[6]吳斌, 姜洪斌, 王震宇. 前三門地區(qū)70年代內(nèi)澆外掛住宅抗震加固振動(dòng)臺(tái)試驗(yàn)研究報(bào)告[R]. 哈爾濱工業(yè)大學(xué), 2012.[7]潘鵬, 曲哲, 葉列平,等. 基于截面纖維模型的桿系結(jié)構(gòu)彈塑性時(shí)程分析[C].第一屆建筑結(jié)構(gòu)抗倒塌學(xué)術(shù)交流會(huì), 北京:2010.[8]李承銘, 李志山, 王國儉. 混凝土梁柱構(gòu)件基于截面纖維模型的彈塑性分析 [J]. 建筑結(jié)構(gòu), 2007, 37(12): 33-35.[9]GB 50010—2010 混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范[S]. 北京:建筑工業(yè)出版社, 2011.[10]HOANG N, FUJINO Y, WARNITCHAI P. Optimal tuned mass damper for seismic applications and practical design formulas[J]. Engineering Structures, 2008, 30(3): 707-715.
- 下載地址
-
你還沒注冊(cè)?或者沒有登錄?這篇論文要求至少是本站的注冊(cè)會(huì)員才能閱讀!
如果你還沒注冊(cè),請(qǐng)趕緊點(diǎn)此注冊(cè)吧!
如果你已經(jīng)注冊(cè)但還沒登錄,請(qǐng)趕緊點(diǎn)此登錄吧!