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（西安建筑科技大學(xué)土木工程學(xué)院， 西安 710055）

［摘要］針對(duì)目前我國(guó)在鋼-混凝土組合連梁的研究工作較少，相關(guān)理論很不完善，我國(guó)現(xiàn)行的有關(guān)規(guī)范缺少專門針對(duì)鋼混凝土組合連梁的設(shè)計(jì)計(jì)算方法和構(gòu)造措施的現(xiàn)狀，對(duì)國(guó)內(nèi)外有關(guān)鋼-混凝土組合連梁的試驗(yàn)研究、承載力計(jì)算以及受力性能影響因素進(jìn)行了綜述和分析評(píng)價(jià)，對(duì)比了幾種典型連梁的抗震性能，并指出目前有關(guān)鋼混凝土組合連梁研究領(lǐng)域中存在的問題和尚未涉及的方面，為鋼混凝土組合連梁的進(jìn)一步試驗(yàn)研究及設(shè)計(jì)提供借鑒和參考。

［關(guān)鍵詞］鋼-混凝土組合連梁; 抗震性能; 抗剪承載力; 延性

中圖分類號(hào)：TU398       文獻(xiàn)標(biāo)識(shí)碼：A       文章編號(hào)：1002-848X(2014)09-0001-08

Research status and development of the steel-concrete composite coupling beam

Shi Qingxuan, Tian Jianbo, Wang Nan, Guo Zhifeng

（School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China）

Abstract: There is few research on the steel-concrete composite coupling beam in China and the related theory is deficient. There is a lack of specific calculation method and detail measures in the current related codes as well. The steel-concrete composite coupling beam research at home and abroad including experimental study, bearing capacity calculation and influence factors of mechanical behavior were reviewed and evaluated. Seismic performances of several typical coupling beams were compared and the existing problems in the research were pointed out as well as the research field that had not yet been covered. It can provide reference for further experimental study and design on the steel-concrete composite coupling beam.

Keywords: steel-concrete composite coupling beam; seismic performance; shear bearing capacity; ductility

*國(guó)家自然科學(xué)基金（51178380），教育部高等學(xué)校博士學(xué)科點(diǎn)專項(xiàng)科研基金（20116120110004）,教育部長(zhǎng)江學(xué)者和創(chuàng)新團(tuán)隊(duì)發(fā)展計(jì)劃（IRT13089）。

作者簡(jiǎn)介：史慶軒，教授，博士生導(dǎo)師，Email：qingxuanshi@sina.com。

參考文獻(xiàn)

［1］韓小雷. 帶剛性連梁的雙肢剪力墻及其結(jié)構(gòu)控制性能的研究［D］.廣州: 華南理工大學(xué), 1991.

［2］王祖華,桑文勝.勁性鋼筋混凝土連梁的性能與計(jì)算方法［J］.華南理工大學(xué)學(xué)報(bào)：自然科學(xué)版, 1995, 23(1): 34-43.

［3］GONG B, SHAHROOZ B M. Steel-concrete composite coupling beams—behavior and design［J］.Engineering Structures, 2001, 23(11)： 1480-1490.

［4］GONG B，SHAHROOZ B M. Concrete-steel composite coupling beams Ⅱ: subassembly testing and design verification［J］. Journal of Structural Engineering, ASCE, 2001(b), 127(6): 632-638.

［5］雷萬里.鋼連梁及型鋼混凝土連梁的抗震性能分析［D］.成都: 西南交通大學(xué),2008.

［6］井曉娟.型鋼混凝土連梁受力性能的研究［D］.西安: 西安科技大學(xué),2009.

［7］SUBEDI N K. Reinforced concrete beams with plate reinforcement for shear［C］//Proceedings of the Institution of Civil Engineers, Part 1Design & Construction. 1989, 87:377-399.

［8］SUBEDI N K,  BAGLIN P S. Plate reinforced concrete beams: experimental work［J］. Engineering Structures,1997,21(3): 232-254.

［9］LAM W Y, SU R K L, PAM H J. Embedded steel composite coupling beams—a new proposal［C］//Proceedings of International Conference on Construction, 2001: 93-104.

［10］LAM W Y. Experimental study on embedded steel plate composite coupling beams［D］. Hong Kong: The University of Hong Kong, 2003.

［11］LAM W Y, SU R K L, PAM H J. Strength and ductility of embedded steel composite coupling beams［J］. International Journal of Advances in Structural Engineering, 2003, 6(1): 23-35.

［12］LAM W Y, SU R K L, PAM H J. The effects of shear connectors on plate-reinforced composite coupling beams［C］//Proceedings of 2nd International Conference on Structural Engineering, Mechanics and Computation(SEMC 2004). Cape Town, South Africa, 2004：1323-1328.

［13］LAM W Y. Plate-reinforced composite coupling beams: experimental and numerical studies［D］. Hong Kong: The University of Hong Kong, 2006:10-94.

［14］CHENG P C. Shear capacity of steel-plate reinforced concrete coupling beams［D］. Hong Kong: The Hong Kong University of Science and Technology, 2004:11-84.

［15］BS 8110 Part 1, Code of practice for design and construction［S］. London:

British Standards Institution,1997.

［16］ACI 318-02 Building code requirements for structural concrete and commentary［S］.

Farmington Hill, Michigan, U.S.A.:American Concrete Institute Committee,2002.

［17］張剛.鋼板-混凝土連梁抗震性能的試驗(yàn)研究［D］.北京:清華大學(xué),2005:4-27.

［18］彭伙水.鋼板混凝土組合連梁的應(yīng)用研究［J］.福建建筑,2009,129(3):33-35.

［19］滕軍,馬伯濤,李衛(wèi)華, 等.聯(lián)肢剪力墻連梁阻尼器偽靜力試驗(yàn)研究［J］.建筑結(jié)構(gòu)學(xué)報(bào),2010,31(12):92-100.

［20］滕軍,馬伯濤,周正根,等.提高連肢墻抗震性能的連梁耗能構(gòu)件關(guān)鍵技術(shù)［J］.工程抗震與加固改造,2007,29(5):1-6.

［21］沈杰,葛飛.鋼-混凝土組合連梁抗震性能研究［J］.四川建材,2012,38(4):56-57.

［22］張?jiān)迄i, 曹萬林, 張建偉, 等.內(nèi)藏鋼桁架深連梁聯(lián)肢剪力墻抗震性能試驗(yàn)研究［J］.世界地震工程, 2010, 26(2):19-24.

［23］曹萬林, 范燕飛, 張建偉, 等.不同軸壓比下內(nèi)藏鋼桁架混凝土組合剪力墻抗震研究［J］.地震工程與工程振動(dòng), 2007,27(4):42-46.

［24］TENG J G, CHEN J F, LEE Y C. Concrete-filled steel tubes as coupling beams for RC shear walls［C］//Proceedings, Second International Conference on Advances in Steel Structures. Hong Kong, 1999:39-399.

［25］GONG B, SHAHROOZ B M. Concrete-steel composite coupling beams Ⅰ: component testing［J］.Journal of Structural Engineering, ASCE, 2001(a), 127(6):625-631.

［26］MATTOCK A H, GAAFAR G H. Strength of embedded steel sections as brackets［J］. ACI Journal, 1982,79(2):83-93.

［27］葉列平.鋼骨混凝土梁的設(shè)計(jì)方法［J］.建筑結(jié)構(gòu),1997, 27(10):33-35.

［28］葉列平,方鄂華.鋼骨混凝土構(gòu)件正截面承載力計(jì)算［J］. 建筑結(jié)構(gòu),1999, 29(8):56-60.

［29］橫尾義貫, 若林實(shí), 末永保美, 等. H型鋼を用いた鐵骨に關(guān)する研究(No.1 No.6)［R］. 日本建筑學(xué)會(huì)論文報(bào)告集, 132號(hào), 昭和42年.

［30］日本建筑學(xué)會(huì). 鋼骨鋼筋混凝土結(jié)構(gòu)計(jì)算標(biāo)準(zhǔn)及解說［S］. 馮乃謙, 葉列平, 陳延年, 等譯. 北京: 原子能出版社, 1998.

［31］若林實(shí). 防災(zāi)ツリーズ1, 耐震構(gòu)造—建物の耐震性能［M］. 森北出版株式會(huì)社, 1981.

［32］桑文勝.聯(lián)肢墻勁性鋼筋混凝土連梁的受力性能與計(jì)算方法［D］.廣州: 華南理工大學(xué), 1993.

［33］LAM W Y,  SU R K L, PAM H J. The performance and design of embedded steel composite coupling beams［C］//Proceedings of Structural Engineers World Congress, 2002: 9-12.

［34］GB 50010—2010 混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范［S］. 北京: 中國(guó)建筑工業(yè)出版社，2011.

［35］GB 50011—2010 建筑抗震設(shè)計(jì)規(guī)范［S］. 北京: 中國(guó)建筑工業(yè)出版社，2010.

［36］JGJ 3—2010高層建筑混凝土結(jié)構(gòu)技術(shù)規(guī)程［S］. 北京: 中國(guó)建筑工業(yè)出版社, 2011.