地震作用下剪力墙结构倒塌破坏机理及仿真技术应用
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摘要
为了更好地研究剪力墙结构在地震作用下的破坏模式和耗能机制,综述了不同结构形式的剪力墙结构在地震作用下倒塌破坏的机理和结构破坏计算机仿真技术,对剪力墙结构全过程设计、结构的动态监护、事故原因分析和加固处理等具有一定的参考价值。
In order to get better failure mode and energy dissipation mechanism of shear wall structure under earthquake impact,failure mechanism of the collapse and structural damage simulation technology of different forms of shear wall structure are reviewed,which have certain reference to the design of shear wall structure,structural dynamic monitoring,accident analysis and the reinforcement.
In order to get better failure mode and energy dissipation mechanism of shear wall structure under earthquake impact,failure mechanism of the collapse and structural damage simulation technology of different forms of shear wall structure are reviewed,which have certain reference to the design of shear wall structure,structural dynamic monitoring,accident analysis and the reinforcement.
引文
1刘西拉.结构工程学科的现状与展望.北京:人民交通出版社,1997
2唐莹莹,阎奇武.联肢剪力墙的一种新型连梁.科技情报开发与经济.2007;17(3):164—166
3徐培福,黄小坤.高层建筑混凝土结构技术规程JGJ3-2002.北京:中国建筑工业出版社,2002
4黄东升,程文瀼,彭飞.对称双肢短肢剪力墙的低周反复荷载试验研.建筑结构学报,2005;26(3):51—56
5李青宁,王宁,蔡卫宁.T形短肢剪力墙弹塑性模地震反应分析.地震工程与工程振动,2004;24(2):69—74
6戴绍斌,黄俊,肖良丽,等.钢筋混凝土短肢剪力墙抗震性能试验研究.世界地震工程,2005;21(2):48—51
7李汝庚.多肢剪力墙结构内力的快捷计算.力学与实践.1999;21(6):42—45
8Lee S Y.Static and dynamic reliability analysis of frame and shear wall structural systems.[Doctor of philosophy].American:The Uni-versity of Arizona,2002
9Yavari S.Design of concrete shear wall buildings for earthquake-in-duced torsion.[Master of Applied Science].Canada:Carleton Univer-sity,2001
10Khatri D.Nonlinear analysis of reinforced concrete shear wall struc-tures.[Doctor of philosophy].American:University of Southern California,1998
11Xu Peifu,Wu Lianzhong,Hao Ruikun.Investigation of Seissmic Be-havior of Shear Wall Structural system for Low Cost Housing.8th World Conference on Earthquake Engineering,San Fransiscso,1984
12程绍革,陈善阳,刘经伟.高层建筑短肢剪力墙结构振动台试验研究.建筑科学,2000;16(1):12—16
13彭飞,程文瀼,陆和燕,等.地震作用下短肢剪力墙结构的破坏形态研究.工程抗震与加固改造,2006;28(5):60—62
14容柏生.高层住宅建筑中的短肢剪力墙结构.建筑结构,1997;(2):27—29
15邬玉娟.底部大空间剪力墙结构的地震响应分析.西南交通大学,硕士研究生学位论文.2004
16李国强,崔大光,李一松.型钢混凝土梁柱框支剪力墙结构抗震性能试验研究.地震工程与工程振动,2006;26(2):80—87
17刘杨,孟焕陵,沈蒲生.地震作用下钢管混凝土柱框支剪力墙结构受力性能研究.四川建筑科学研究,2007;33(1):150—153
18武敏刚,吕西林.钢骨联肢剪力墙抗震性能试验研究.结构工程师,2004;20(5):52—56
19Lubell A S,Prion HG L.Unstiffened Steel Plate Shear Wall erfor-mance under Cyclic Loading.J Struct Eng,2000;126(4):453—460
20陈国栋,郭彦林.非加劲钢板剪力墙极限承载力.工程力学,2003;20(2):49—54
21陈国栋,郭彦林.十字加劲钢板剪力墙的抗剪极限承载力.建筑结构学报,2004;25(1):71—78
22陈国栋,郭彦林,范珍,等.钢板剪力墙低周反复荷载试验研究.建筑结构学报,2004;25(2):19—26
23陈国栋.钢板剪力墙结构性能研究:[博士学位论文].北京:清华大学,2002
24Astaneh-Asl A.Seismic behavior and design of steel plate shear Walls.Structural Steel Educational Council Technical Information and Product Service,2001;11:10—14
25曹万林,杨兴民,黄选明,等.带钢筋及钢骨暗支撑剪力墙抗震性能试验研究.世界地震工程,2005;21(1):1—6
26Cundall P A.The Measurement and Analysis of Acceleration in Rock Slopes.Ph.D Dissertation,University of London,Imperial College of Science and Technology,1971
27Colotti V.Shear behavior of R/C structural wall.J Struct Engrg,1993;119(3):186—193
28Hwang HM,Jaw J W,Probability damage analysis of structures.J Struct Engrg,1990;116(7):207—216
29Ozcebe G,Saatcioglu M.Hysteretic shear model for reinforced con-crete members.J Struct Eng,ASCE,1989;115(l):52—61
30Zienkiewiez O C,Owen D R H,Phillips D V,et at.Finite element method in analysis of reactor vessels.Nuclear Engineering and De-sign,2972;20:
31Kabeyaawa T,Shioara H,Otani S.US-Japan cooperative research onR/C full-scale building test,Part5:Discussion of dynamic response system.Proc8th of WCEE,2001;106(4):627—634
32Vulcano A,Bertero VV.Analytical model for predicating the lateral response of RC shear wall:evaluation of their reliability.EERC-87/19.
33江见鲸,贺小岗.工程结构计算机仿真分析.北京:清华大学出版社,1996
34顾祥林,孙飞飞.混凝土结构的计算机仿真.上海:同济大学出版社,2002
35顾祥林,彭斌,黄庆华.结构抗震分析中的计算机仿真技术.自然灾害学报,2007;16(2):92—100
36Alexandris A,Protopapa E,Psycharis I.Collapse mechanisms of masonry buildings drived by the distinct element method.Proceed-ings of13th World Con-ference on Earthquake Engineering.Canada Vancouver,B C,CAEE,2004:548
37Psycharis I N,Lemos J V,Papastamatiou D Y,et al,Papan-tono-poulos numerical study of the seismic behavior of a part of the Par-thenon Pronaos.Earthquake Engineering and Structural Dynamics,2003;32(13):2063—2084
38秦东.钢筋混凝土桥墩横向地震破坏与倒塌的计算机仿真.上海:同济大学,2000.
39Gu X L,Li C.Computer simulation for reinforced concrete struc-tures demolished by controlled explosion//Com-puting in Civil and Building Engineering,Reston,Vinginia,USA,ASCE,2000;46(4):82—89
40刘海卿,陈小波,王学庆.基于损伤指数的框架结构倒塌分析综述.自然灾害学报,2008;17(1):86—90
41王卓琳,林峰,顾祥林.基于离散单元法的混凝土细观力学模型研究进展.结构工程师,2007;23(5):79—84
42国家自然科学基金委员会,2008年国家自然科学基金项目指南.北京:科学出版社,2007
43叶燎原,潘文.结构静力弹塑性分析(pushover)的原理和计算实例.建筑结构学报,2000;21(1):37—43
44汪大绥,贺军利,张凤新.静力弹塑性分析(Pushover Analysis)的基本原理和计算实例.世界地震工程,2004;20(1):45—53
45Krawinkler H.Pros and cons of a pushover analysis of seismic per-formance evaluation.Engineering Structures,1998;20(4-6):.452—464
46Mwafy A M,Elnashai A S.Static pushover versus dynamic collapse analysis of RC buildings.Engineering Structures,2001;23(2):407—424
2唐莹莹,阎奇武.联肢剪力墙的一种新型连梁.科技情报开发与经济.2007;17(3):164—166
3徐培福,黄小坤.高层建筑混凝土结构技术规程JGJ3-2002.北京:中国建筑工业出版社,2002
4黄东升,程文瀼,彭飞.对称双肢短肢剪力墙的低周反复荷载试验研.建筑结构学报,2005;26(3):51—56
5李青宁,王宁,蔡卫宁.T形短肢剪力墙弹塑性模地震反应分析.地震工程与工程振动,2004;24(2):69—74
6戴绍斌,黄俊,肖良丽,等.钢筋混凝土短肢剪力墙抗震性能试验研究.世界地震工程,2005;21(2):48—51
7李汝庚.多肢剪力墙结构内力的快捷计算.力学与实践.1999;21(6):42—45
8Lee S Y.Static and dynamic reliability analysis of frame and shear wall structural systems.[Doctor of philosophy].American:The Uni-versity of Arizona,2002
9Yavari S.Design of concrete shear wall buildings for earthquake-in-duced torsion.[Master of Applied Science].Canada:Carleton Univer-sity,2001
10Khatri D.Nonlinear analysis of reinforced concrete shear wall struc-tures.[Doctor of philosophy].American:University of Southern California,1998
11Xu Peifu,Wu Lianzhong,Hao Ruikun.Investigation of Seissmic Be-havior of Shear Wall Structural system for Low Cost Housing.8th World Conference on Earthquake Engineering,San Fransiscso,1984
12程绍革,陈善阳,刘经伟.高层建筑短肢剪力墙结构振动台试验研究.建筑科学,2000;16(1):12—16
13彭飞,程文瀼,陆和燕,等.地震作用下短肢剪力墙结构的破坏形态研究.工程抗震与加固改造,2006;28(5):60—62
14容柏生.高层住宅建筑中的短肢剪力墙结构.建筑结构,1997;(2):27—29
15邬玉娟.底部大空间剪力墙结构的地震响应分析.西南交通大学,硕士研究生学位论文.2004
16李国强,崔大光,李一松.型钢混凝土梁柱框支剪力墙结构抗震性能试验研究.地震工程与工程振动,2006;26(2):80—87
17刘杨,孟焕陵,沈蒲生.地震作用下钢管混凝土柱框支剪力墙结构受力性能研究.四川建筑科学研究,2007;33(1):150—153
18武敏刚,吕西林.钢骨联肢剪力墙抗震性能试验研究.结构工程师,2004;20(5):52—56
19Lubell A S,Prion HG L.Unstiffened Steel Plate Shear Wall erfor-mance under Cyclic Loading.J Struct Eng,2000;126(4):453—460
20陈国栋,郭彦林.非加劲钢板剪力墙极限承载力.工程力学,2003;20(2):49—54
21陈国栋,郭彦林.十字加劲钢板剪力墙的抗剪极限承载力.建筑结构学报,2004;25(1):71—78
22陈国栋,郭彦林,范珍,等.钢板剪力墙低周反复荷载试验研究.建筑结构学报,2004;25(2):19—26
23陈国栋.钢板剪力墙结构性能研究:[博士学位论文].北京:清华大学,2002
24Astaneh-Asl A.Seismic behavior and design of steel plate shear Walls.Structural Steel Educational Council Technical Information and Product Service,2001;11:10—14
25曹万林,杨兴民,黄选明,等.带钢筋及钢骨暗支撑剪力墙抗震性能试验研究.世界地震工程,2005;21(1):1—6
26Cundall P A.The Measurement and Analysis of Acceleration in Rock Slopes.Ph.D Dissertation,University of London,Imperial College of Science and Technology,1971
27Colotti V.Shear behavior of R/C structural wall.J Struct Engrg,1993;119(3):186—193
28Hwang HM,Jaw J W,Probability damage analysis of structures.J Struct Engrg,1990;116(7):207—216
29Ozcebe G,Saatcioglu M.Hysteretic shear model for reinforced con-crete members.J Struct Eng,ASCE,1989;115(l):52—61
30Zienkiewiez O C,Owen D R H,Phillips D V,et at.Finite element method in analysis of reactor vessels.Nuclear Engineering and De-sign,2972;20:
31Kabeyaawa T,Shioara H,Otani S.US-Japan cooperative research onR/C full-scale building test,Part5:Discussion of dynamic response system.Proc8th of WCEE,2001;106(4):627—634
32Vulcano A,Bertero VV.Analytical model for predicating the lateral response of RC shear wall:evaluation of their reliability.EERC-87/19.
33江见鲸,贺小岗.工程结构计算机仿真分析.北京:清华大学出版社,1996
34顾祥林,孙飞飞.混凝土结构的计算机仿真.上海:同济大学出版社,2002
35顾祥林,彭斌,黄庆华.结构抗震分析中的计算机仿真技术.自然灾害学报,2007;16(2):92—100
36Alexandris A,Protopapa E,Psycharis I.Collapse mechanisms of masonry buildings drived by the distinct element method.Proceed-ings of13th World Con-ference on Earthquake Engineering.Canada Vancouver,B C,CAEE,2004:548
37Psycharis I N,Lemos J V,Papastamatiou D Y,et al,Papan-tono-poulos numerical study of the seismic behavior of a part of the Par-thenon Pronaos.Earthquake Engineering and Structural Dynamics,2003;32(13):2063—2084
38秦东.钢筋混凝土桥墩横向地震破坏与倒塌的计算机仿真.上海:同济大学,2000.
39Gu X L,Li C.Computer simulation for reinforced concrete struc-tures demolished by controlled explosion//Com-puting in Civil and Building Engineering,Reston,Vinginia,USA,ASCE,2000;46(4):82—89
40刘海卿,陈小波,王学庆.基于损伤指数的框架结构倒塌分析综述.自然灾害学报,2008;17(1):86—90
41王卓琳,林峰,顾祥林.基于离散单元法的混凝土细观力学模型研究进展.结构工程师,2007;23(5):79—84
42国家自然科学基金委员会,2008年国家自然科学基金项目指南.北京:科学出版社,2007
43叶燎原,潘文.结构静力弹塑性分析(pushover)的原理和计算实例.建筑结构学报,2000;21(1):37—43
44汪大绥,贺军利,张凤新.静力弹塑性分析(Pushover Analysis)的基本原理和计算实例.世界地震工程,2004;20(1):45—53
45Krawinkler H.Pros and cons of a pushover analysis of seismic per-formance evaluation.Engineering Structures,1998;20(4-6):.452—464
46Mwafy A M,Elnashai A S.Static pushover versus dynamic collapse analysis of RC buildings.Engineering Structures,2001;23(2):407—424
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