884aa四虎影成人精品,99久久国产综合精品女图图等你,97在线观看永久免费视频,久久精品国产精品亚洲38,ⅵdeodesetv性欧美

張暉1，張善莉2

（1 上海建筑設(shè)計(jì)研究院有限公司， 上海 200041；2 同濟(jì)大學(xué)結(jié)構(gòu)工程與防災(zāi)研究所， 上海 200092）

 

［摘要］采用橡膠支座做基礎(chǔ)隔震的結(jié)構(gòu)隔離水平地震作用的效果已被眾多試驗(yàn)和實(shí)際工程所證實(shí)，然而能否通過適當(dāng)?shù)慕M合和設(shè)計(jì)使橡膠支座基礎(chǔ)隔震結(jié)構(gòu)在隔離水平地震作用的同時(shí)，能夠隔離地鐵引起的建筑結(jié)構(gòu)豎向振動(dòng)具有重要的研究價(jià)值。某6層砌體結(jié)構(gòu)擬采用橡膠支座與疊層橡膠滑板支座并聯(lián)組合作為隔振（震）層來隔離地鐵引起的豎向振動(dòng)。為了檢驗(yàn)該組合隔振（震）系統(tǒng)的豎向隔振性能，對(duì)此6層砌體結(jié)構(gòu)的模型進(jìn)行了振動(dòng)臺(tái)試驗(yàn)，測試了模型的自振頻率，檢驗(yàn)了模型豎向隔振能力。結(jié)果表明，這種組合隔振（震）系統(tǒng)能夠有效地隔離地鐵引起的結(jié)構(gòu)振動(dòng)，可以在有類似要求的工程中推廣使用。

［關(guān)鍵詞］橡膠支座； 疊層橡膠滑板支座； 地鐵振動(dòng)； 豎向隔振； 振動(dòng)臺(tái)試驗(yàn)

中圖分類號(hào)：TU352.1      文獻(xiàn)標(biāo)識(shí)碼：A      文章編號(hào)：1002-848X(2013)13-0013-04

 

Zhang Hui1, Zhang Shanli2

(1 Shanghai Institute of Architectural Design & Research Co., Ltd., Shanghai 200041, China; 2 Research Institute of Structural Engineering and Disaster Reduction, Tongji University， Shanghai 200092, China)

 

Abstract: It had been confirmed by numerous experiments and engineering facts that the isolation ability of the isolation structure with rubber bearing was excellent. It will be of great value if we can achieve the vertical vibration isolation capacity as well as the horizontal seismic isolation capacity by some kind of design and rearrange the rubber bearing. A six-story masonry structure was supposed to use rubber bearings and laminated rubber sliding bearings as its isolator layer to isolate the vertical vibration. To appraise the vertical seismic isolation effect of the composite isolation system, a model of the six-story masonry structure was designed and tested on the shaking table. The natural frequency and vertical vibration capacity was testified. It is shown that this composite isolation system can effectively isolate the subway induced vibration. The research results can be a reference in theory and method for the similar engineering.

Keywords: rubber bearing; laminated rubber sliding bearing; subway induced vibration; vertical vibration isolation; shaking table test

*上海市科學(xué)技術(shù)委員會(huì)科研項(xiàng)目（09dz1207800）,上海市城鄉(xiāng)建設(shè)和交通委員會(huì)科研項(xiàng)目（重科2010002）。

作者簡介：張暉，博士，高級(jí)工程師，一級(jí)注冊結(jié)構(gòu)工程師，Email:zhanghui@siadr.com.cn。

 

［1］FIALA P, DEGRANDE G, AUGUSZTINOVICZ F. Numerical modeling of ground-borne noise and vibration in buildings due to surface rail traffic［J］. Journal of Sound and Vibration, 2007, 301(3-5):718-738.

［2］TALBOT J P, HUNT H E M. A generic model for evaluating the performance of base-isolated buildings［J］. Journal of Low Frequeney Noise, Vibration and Active Control, 2003,22(3):149-160.

［3］NORTHWOOD T D. Isolation of building structures from ground vibration［C］.ASME Design Engineering Conference, Cincinnati,1973:87-102.

［4］NEWLAND D E, HUNT H E M. Isolation of buildings from ground vibration: a review of recent progress［J］. Proceedings of the Institute of Mechanical Engineers,1991,205(1):39-52.

［5］魏陸順,周福霖,任珉,等. 三維隔震（振）支座的工程應(yīng)用與現(xiàn)場測試［J］.地震工程與工程振動(dòng), 2007, 27(3): 121-125.

［6］李亞明,胡錫勇,酈敏浩. 組合隔振（震）砌體結(jié)構(gòu)模型振動(dòng)臺(tái)水平隔震試驗(yàn)研究［J］. 建筑結(jié)構(gòu), 2013, 43(13): 7-12.

［7］魯濱遜, 麥克維瑞, 周雍年，等. 工程隔震概論［M］.北京：地震出版社,1996.

［8］JGJ/T 170—2009 城市軌道交通引起建筑物振動(dòng)與二次輻射噪聲限值及其測量方法標(biāo)準(zhǔn)［S］. 北京：中國建筑工業(yè)出版社，2009.

［9］王平山， 張善莉. 地鐵運(yùn)行引起的建筑室內(nèi)振動(dòng)研究及減振扣件性能評(píng)價(jià)［J］. 建筑結(jié)構(gòu), 2013, 43(13)： 1-6.