混凝土框架結(jié)構(gòu)的抗連續(xù)性倒塌設(shè)計方法
葉列平，陸新征，李易，梁益，馬一飛
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(清華大學(xué)土木工程系，北京 100084)［摘要］介紹了各國規(guī)范關(guān)于結(jié)構(gòu)抗連續(xù)性倒塌的設(shè)計目標和有關(guān)設(shè)計規(guī)定。結(jié)合按我國規(guī)范設(shè)計的鋼筋混凝土框架結(jié)構(gòu)的實際情況和抗連續(xù)倒塌設(shè)計目標，在大量分析研究的基礎(chǔ)上，提出了對我國框架結(jié)構(gòu)抗連續(xù)性倒塌的概念設(shè)計方法、拉結(jié)強度設(shè)計方法和拆除構(gòu)件設(shè)計法，并給出了有關(guān)配筋構(gòu)造措施。［關(guān)鍵詞］框架結(jié)構(gòu)；抗連續(xù)性倒塌；拉結(jié)強度法；拆除構(gòu)件法；配筋構(gòu)造Design method on the progressive-collapse-resistance of RC framesYe Lieping, Lu Xinzheng, Li Yi, Liang Yi, Ma Yifei(Department of Civil Engineering, Tsinghua University, Beijing 100084, China)Abstract:Design objectives and corresponding specifications of the progressive-collapse resistance in different codes of foreign countries are introduced. Based on a number of calculations, with the consideration of the actual structures designed according to Chinese codes and the design objectives for Chinese structures, the design methods for the progressive-collapse-resistance of Chinese RC frame structures are proposed, which include conceptual method, tie force method and alternate load path method, together with corresponding detail design requirements.Keywords:frame structure; progressive-collapse-resistance; tie force method; alternate load path method; detail design國家科技支撐計劃課題（2006BAJ03A02）；國家自然科學(xué)基金重大研究計劃重點項目資助（90815025）；國家科技支撐計劃項目(2009BAJ28B01)。作者簡介：葉列平，教授，博士生導(dǎo)師，Email:ylp@mail.tsinghua.edu.cn。參考文獻［1］陳肇元. 室內(nèi)燃氣爆炸危害與房屋結(jié)構(gòu)設(shè)計對策［R］.清華大學(xué)抗震抗爆工程研究室，1991.［2］BS8110-1: 1997 Structural Use of Concrete: Part Ⅰ: Code of Practice for Design and Construction［S］.［3］American Concrete Institute. Building Code Requirements for Structural Concrete (ACI318m-02) and Commentary (ACI318mr-02)［S］. Farmington Hills, Mich, 2002.［4］Department of Defense. Unified Facilities Criteria (UFC): Design of Structures to Resist Progressive Collapse［S］. Washington D.C.,2005.［5］United States General Services Administration (GSA). Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Projects［S］. Washington D.C., 2003.［6］GB50010—2002 混凝土結(jié)構(gòu)設(shè)計規(guī)范［S］.北京：中國建筑工業(yè)出版社, 2002.［7］OSAMA A MOHAMED. Progressive collapse of structures: annotated bibliography and comparison of codes and standards［J］. Journal of Performance of Constructed Facilities, 2006, 20(4): 418-425.［8］BRUCE R ELLINGWOOD. Building design for abnormal loads and progressive collapse［J］. Computer-Aided Civil and Infrastructure Engineering, 2005, 20(3): 194-205.［9］American Society of Civil Engineers (ASCE). Minimum Design Loads for Buildings and Other Structures, ASCE-7［S］. Reston, Va, 2005.［10］MARJANISHVILI S M. Progressive analysis procedure for progressive collapse［J］. Journal of Performance of Constructed Facilities, 2004, 18(2): 79-85.［11］European Committee for Standardization. EN1991-1-7:2006, Eurocode Ⅰ: Actions on Structures. Part 1-7: General Actions-Accidental Actions［S］. Brussels, 2006.［12］MOORE D B. The UK and European regulations for accidental actions［C］//Proceedings of Workshop on Prevention of Progressive Collapse, National Institute of Building Sciences, Washington D.C., 2002.［13］British Standard Institute. BS8110: Structural Use of Concrete: Part Ⅰ: Code of Practice for Design and Construction［S］. London，1985.［14］胡曉斌,錢稼茹. 結(jié)構(gòu)連續(xù)倒塌分析與設(shè)計方法綜述［J］，建筑結(jié)構(gòu)，2006，36(S1): 79-83.［15］BRUCE R ELLINGWOOD. Mitigating risk from abnormal loads and progressive collapse［J］. Journal of Performance of Constructed Facilities, 2006, 20(4):315-323.［16］陸新征, 李易，葉列平，等.
