断层剪力墙高层建筑抗震设计理论与关键技术
|
摘要
断层剪力墙高层框架-剪力墙结构是一种新型的高层结构,对它的动力特性和抗震性能还不是很清楚,有必要寻求新的分析方法和计算理论．文中介绍断层剪力墙高层框架-剪力墙结构弹塑性动力反应、结构弹塑性抗震性能与设计理论,以及其设计的关键技术,提出结构弹塑性动力性能和抗震性能分析与评价的新思路．该理论可用于断层剪力墙高层结构抗震设计及研究,也可进一步发展应用于分析解决结构减振耗能、振动控制和基础隔震等问题．
The frame-shear wall high-rise structure with fault shear wall is a new type high-rise structure. Its dynamic characteristics and seismic performance have not been investigated deeply till now, so it is imperative to seek a new method of analysis and new theory of calculation. In addition to introduce its elastoplastic dynamic response, elastoplastic seismic performance of the structure, theory and key technique of design, the authors present a new idea about elastoplastic dynamic performance of the structure as well as the analysis and evaluation of its seismic performance. This new idea or thinking can be used in the seismic design and research of high-rise structure with fault shear wall. Furthermore, it can also be applied to analyze and settle the problems of the vibration reduction and energy dissipation of the structure, vibration control and base isolation.
The frame-shear wall high-rise structure with fault shear wall is a new type high-rise structure. Its dynamic characteristics and seismic performance have not been investigated deeply till now, so it is imperative to seek a new method of analysis and new theory of calculation. In addition to introduce its elastoplastic dynamic response, elastoplastic seismic performance of the structure, theory and key technique of design, the authors present a new idea about elastoplastic dynamic performance of the structure as well as the analysis and evaluation of its seismic performance. This new idea or thinking can be used in the seismic design and research of high-rise structure with fault shear wall. Furthermore, it can also be applied to analyze and settle the problems of the vibration reduction and energy dissipation of the structure, vibration control and base isolation.
引文
1 Safak E, Frankel A. Structural response to 3D simulated earthquake motions[J]. J of Structural Engineering, 1994, 120(10): 2 820～2 839
2史密斯B B,库乐A．高层建筑结构分析与设计[M]．陈瑜．译．北京:地震出版社,1993．301～327
3 Wang Quanfeng, Wang Lingyun, Liu Qiangsheng. Seismic response of stepped frame-shear wall structures by using numerical method[J]. Int J Computer Methods in Applied Mechanics & Engineering, 1999, 173(1-2): 31～39
4 Wang Quanfeng, Wang Lingyun, Liu Qiangsheng. Effect of shear wall height on earthquake response[J]. Int J Engineering Structures, 2001, 23(4): 376～384
5韦承基．弹塑性位移比谱[J]．建筑结构学报,1983,(1):40～48
6 Chopra A K, Coel P K. A model pushover analysis procedure for estimating seismic demands for buildings[J]. Earthquake Engng Struct Dyn,2002,31:561～582
7徐培福,黄小坤．高层建筑混凝土结构技术规程理解与应用[M]．北京:中国建筑工业出版社,2003．30～50
8中华人民共和国建设部．JGJ 3-2002高层建筑混凝土结构技术规程[S]．北京:中国建筑工业出版社,2002．96～108
9梁兴文,王庆霖,易文宗,等．框支连续墙梁抗震性能及设计计算[J]．建筑结构学报,1998,(4):9～17
10郑山锁,薛建钢．底部框剪砌体房屋抗震分析与设计[M]．北京:中国建材工业出版社,2002．1～10
11 Juwhan K, Kevin R, Collins A M. Closer look at the drift demand spectrum[J]. ASCE, J Struct Eng, 2002, (6): 942～45
12 Leelataviwat S, Subhash C G, Bozidar S. Energy-based seismic design of structures using yield mechanism and target drift[J]. ASCE, J Struct Eng, 2002, (8):1 046～1 054
13周云,徐彤,周福霖．抗震和减振结构的能量分析方法研究与应用[J]．地震工程与工程振动,1999,19(4):133～ 139
14 Newmark N N. Numerical procedure for compuring deflections,moment and buckling loads[J]. Transaction of the A-merican Socitety of Civil Engineers, 1943,(108):1 161～1 234
15钟万勰．暂态历程的精细计算方法[J]．计算结构力学及其应用,1995,12(1):1～6
16顾元宪,陈飚松,张洪武．结构动力方程的增维精细积分法[J]．力学学报,2000,32(4):447～456
17吕和样,于洪洁,裘春航．动力学方程的积分型直接积分法[J]．应用数学和力学,2001,22(2):151～156
18秦荣．计算结构力学[M]．北京:科学出版社,2001．284～306
19潘尔顺,孙小明,胡宗武．复杂非线性系统动力分析的一种方法[J]．机械科学与技术,2001,20(4):492～493
20徐鸿．多自由度非线性系统动力响应时程分析技术[J]．核动力工程,1995,16(2):108～114
21黄庆丰．王全风,胡云昌．时程积分过程中结构运动参数的协调[J]．固体力学学报,2004,25(1):5～10
22黄庆丰,王全凤,胡云昌．主动变刚度结构的动力卸载效应[J]．地震工程与工程振动,2003,23(5):157～162
23陆秋海,李德保．模态理论的进展[J]．力学进展,1996,26(4):464～472
24 Collins K R, Choung Y K, Foutch D A. Dual-level seismic design: A reliability-based methodology[J]. Earthquake Eng Struct Dyn, 1996, 25:1 433～1 467
25 Anderson C, Chen W, Yin P. Seismic behavior of a high-strength concrete framed tube[J]. The Structural Design of Tall Buildings, 1997, 110(6):333～50
26李康宁,Tetso K,Carlos E V．建筑结构三维分析模型及其用于结构地震反应分析的可靠性[J]．建筑结构,2000, (6):14～18
27叶献国．基于非线性分析的钢筋混凝土结构地震反应与破损的数值模拟[J]．土木工程学报,1998,(8):3～13
28焦双键,魏巍,冯启民．钢筋混凝土框架地震破坏研究概述[J]．世界地震工程,2000,(4):42～46
29陈滔,黄宗明．钢筋混凝土框架非弹性地震反应分析模型研究进展[J]．世界地震工程,2002,18(1):91～97
30 Chung Y S,Meyer C,Shinozwha M．Modeling of concrete damage[J]．J Struct ACI,1989,86(3):259～270
31高仲学．王修信．王恒华,等．钢筋混凝土框架结构动力失效研究[J]．东南大学学报(自然科学版),2000,30(5): 81～85
32 Banon H, Irving H M, Biggs J M. Seismic damage in reinforced concrete frames[J]. ASCE, J Struct Div,1981, 107 (9):1 688～695
33 Park Y K, Ang A H S. Mechanistic seismic damage model for reinforced concrete[J]. ASCE, J Struct Eng, 1985, 111(4):722～739
34王光远,程耿东,邵卓民,等．抗震结构的最优设防烈度与可靠度[M]．北京:科学出版社,1999．1～422
35 欧进萍,吴 波．弹塑性随机振动系统中恢复力数学模型的若干形式[J]．应用力学学报,1995,12(1):63～71
36王全凤,施士升．框架-剪力墙高层建筑抗地震荷载剪力墙数量的优化分析[J]．土木工程学报,1981,14(3):1～12
37 Simth H A, Wu W H. Effective optimal structural control of soil-structure interaction systems[J]. Earthquake Eng Struct Dyn,1997,26:549～70
38杜修力．结构弹塑性地震反应现状评述[J]．工程力学,1994,11(2):99～104
2史密斯B B,库乐A．高层建筑结构分析与设计[M]．陈瑜．译．北京:地震出版社,1993．301～327
3 Wang Quanfeng, Wang Lingyun, Liu Qiangsheng. Seismic response of stepped frame-shear wall structures by using numerical method[J]. Int J Computer Methods in Applied Mechanics & Engineering, 1999, 173(1-2): 31～39
4 Wang Quanfeng, Wang Lingyun, Liu Qiangsheng. Effect of shear wall height on earthquake response[J]. Int J Engineering Structures, 2001, 23(4): 376～384
5韦承基．弹塑性位移比谱[J]．建筑结构学报,1983,(1):40～48
6 Chopra A K, Coel P K. A model pushover analysis procedure for estimating seismic demands for buildings[J]. Earthquake Engng Struct Dyn,2002,31:561～582
7徐培福,黄小坤．高层建筑混凝土结构技术规程理解与应用[M]．北京:中国建筑工业出版社,2003．30～50
8中华人民共和国建设部．JGJ 3-2002高层建筑混凝土结构技术规程[S]．北京:中国建筑工业出版社,2002．96～108
9梁兴文,王庆霖,易文宗,等．框支连续墙梁抗震性能及设计计算[J]．建筑结构学报,1998,(4):9～17
10郑山锁,薛建钢．底部框剪砌体房屋抗震分析与设计[M]．北京:中国建材工业出版社,2002．1～10
11 Juwhan K, Kevin R, Collins A M. Closer look at the drift demand spectrum[J]. ASCE, J Struct Eng, 2002, (6): 942～45
12 Leelataviwat S, Subhash C G, Bozidar S. Energy-based seismic design of structures using yield mechanism and target drift[J]. ASCE, J Struct Eng, 2002, (8):1 046～1 054
13周云,徐彤,周福霖．抗震和减振结构的能量分析方法研究与应用[J]．地震工程与工程振动,1999,19(4):133～ 139
14 Newmark N N. Numerical procedure for compuring deflections,moment and buckling loads[J]. Transaction of the A-merican Socitety of Civil Engineers, 1943,(108):1 161～1 234
15钟万勰．暂态历程的精细计算方法[J]．计算结构力学及其应用,1995,12(1):1～6
16顾元宪,陈飚松,张洪武．结构动力方程的增维精细积分法[J]．力学学报,2000,32(4):447～456
17吕和样,于洪洁,裘春航．动力学方程的积分型直接积分法[J]．应用数学和力学,2001,22(2):151～156
18秦荣．计算结构力学[M]．北京:科学出版社,2001．284～306
19潘尔顺,孙小明,胡宗武．复杂非线性系统动力分析的一种方法[J]．机械科学与技术,2001,20(4):492～493
20徐鸿．多自由度非线性系统动力响应时程分析技术[J]．核动力工程,1995,16(2):108～114
21黄庆丰．王全风,胡云昌．时程积分过程中结构运动参数的协调[J]．固体力学学报,2004,25(1):5～10
22黄庆丰,王全凤,胡云昌．主动变刚度结构的动力卸载效应[J]．地震工程与工程振动,2003,23(5):157～162
23陆秋海,李德保．模态理论的进展[J]．力学进展,1996,26(4):464～472
24 Collins K R, Choung Y K, Foutch D A. Dual-level seismic design: A reliability-based methodology[J]. Earthquake Eng Struct Dyn, 1996, 25:1 433～1 467
25 Anderson C, Chen W, Yin P. Seismic behavior of a high-strength concrete framed tube[J]. The Structural Design of Tall Buildings, 1997, 110(6):333～50
26李康宁,Tetso K,Carlos E V．建筑结构三维分析模型及其用于结构地震反应分析的可靠性[J]．建筑结构,2000, (6):14～18
27叶献国．基于非线性分析的钢筋混凝土结构地震反应与破损的数值模拟[J]．土木工程学报,1998,(8):3～13
28焦双键,魏巍,冯启民．钢筋混凝土框架地震破坏研究概述[J]．世界地震工程,2000,(4):42～46
29陈滔,黄宗明．钢筋混凝土框架非弹性地震反应分析模型研究进展[J]．世界地震工程,2002,18(1):91～97
30 Chung Y S,Meyer C,Shinozwha M．Modeling of concrete damage[J]．J Struct ACI,1989,86(3):259～270
31高仲学．王修信．王恒华,等．钢筋混凝土框架结构动力失效研究[J]．东南大学学报(自然科学版),2000,30(5): 81～85
32 Banon H, Irving H M, Biggs J M. Seismic damage in reinforced concrete frames[J]. ASCE, J Struct Div,1981, 107 (9):1 688～695
33 Park Y K, Ang A H S. Mechanistic seismic damage model for reinforced concrete[J]. ASCE, J Struct Eng, 1985, 111(4):722～739
34王光远,程耿东,邵卓民,等．抗震结构的最优设防烈度与可靠度[M]．北京:科学出版社,1999．1～422
35 欧进萍,吴 波．弹塑性随机振动系统中恢复力数学模型的若干形式[J]．应用力学学报,1995,12(1):63～71
36王全凤,施士升．框架-剪力墙高层建筑抗地震荷载剪力墙数量的优化分析[J]．土木工程学报,1981,14(3):1～12
37 Simth H A, Wu W H. Effective optimal structural control of soil-structure interaction systems[J]. Earthquake Eng Struct Dyn,1997,26:549～70
38杜修力．结构弹塑性地震反应现状评述[J]．工程力学,1994,11(2):99～104
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心