西安地区高层建筑桩土共同作用非线性研究
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摘要
对西安地区桩土共同作用的研究现状进行分析,并对目前共同作用的计算理论研究进行总结, 探讨了共同作用地基非线性,对西安地区高层建筑桩土共同作用数值模拟及动力反应研究成果和有待于进一步研究的问题作了介绍。
The working behavior on the single bored-pile and group bored-pile-raft foundation interaction of high-rise building via in situ is analyzed, calculation theories on the interaction are summarized. The nonlinear behavior in collapsible loess is taken into account. Studied results for numeral simulation and dynamic response of the interaction are given, and suggestions for future research and development are provided in Xi'an district.
The working behavior on the single bored-pile and group bored-pile-raft foundation interaction of high-rise building via in situ is analyzed, calculation theories on the interaction are summarized. The nonlinear behavior in collapsible loess is taken into account. Studied results for numeral simulation and dynamic response of the interaction are given, and suggestions for future research and development are provided in Xi'an district.
引文
[1] 董建国,赵锡宏．高层建筑地基基础-共同作用理论与实践[M]．上海:同济大学出版社,1997．
[2] 董建国,路佳,赵锡宏,等．共同作用分析在高层建筑箱基设计中的应用[A]．董志远主编．结构与介质相互作用理论及其应用[C]．南 京:河海大学出版社,1993,387-393．
[3] 熊仲明,赵鸿铁,俞茂宏．高层建筑上部结构-桩-土共同作用特性的分析与研究[J]．工业建筑,2002,32(6):12-14．
[4] 熊仲明,赵鸿铁．框架结构在桩-土共同作用下的内力计算分析[J]．西安建筑科技大学报,1999,31(3):288-291．
[5] Xiong Z,Zhao H,and Yu M. An Analysis and study of interaction behavior among high-rise building superstructure pile - rate foundation and soil in loess area[A]. The Seventh International Symposium on Structural Engineering for Young Experts(ISSEYE-7)[C], 2002,138-142.
[6] 熊仲明,等．高层建筑上部结构-桩-土共同作用研究进展及展望[A]．第四届陕西省青年科学家论坛文集[C],世界地图出版社, 1999,389-392．
[7] 姚仰平,高永贵,韩昌．西安地区桩基静荷载试验资料汇编[M]．西安:陕西科学技术出版社,1999．
[8] 熊仲明,赵鸿铁．地震作用下桩-土共同作用对上部结构的影响[J]．西安建筑科技大学学报,1999,31(1):44-47．
[9] 熊仲明,等．边界元特解样条函数在上部结构-桩-土共同作用的应用[J]．工程力学,2002增刊,035-038．
[10]熊仲明,赵鸿铁．高层建筑-桩-土共同作用地震反应分析[J]．世界她震工程,2002,18(2):99-104．
[11]熊仲明．高层建筑上部结构与桩筏基础和地基共同作用受力行为的分析与研究[D]．西安:西安建筑科技大学,2000．
[12]华南理工大学等主编．地基及基础[M]．北京:中国建筑工业出版社,1991．
[13] Meyerhof G G. Some recent foundation research and its application to design[J]. Struct. Engn. 1953, 31(5):151-167.
[14] Chamecki S. Structural rigidity in calculating settlements[J]. J. Soil Mech. and Found, Div., ASCE, 1956, 82(1):1-9.
[15] Grosshof H. Influence of flexural rigidity of superstructure on the distribution of contact pressure and bending moments of an elastic combined footing [A]. Proc. 6th ICSMFE[C], London, 1957, Vol. 1,300-306.
[16] Sommer H. A method of calculation of settlements,contact pressures and bending moments in a foundation including the flexural rigidity of the su- peretucture[A]. Proc. 6thICSMFE[C], Vol.2,Montreal, 1965,300-301.
[17] Zeinkeiwicz O C and Cheung Y K. Plates and tanks on elastic foundation: an application of finite element method[J] . J. Solids and Struct. 1965, 1(3):451-461.
[18] Priemienicki J S. Theory of matrix structural analysis[ M]. 1968.
[19] Haddadin M J. Mats and combined footing analysis by the finte element methods[J]. Proc. ACI. , 1971, 68(12):945-949.
[20] Christian J T. Soil structure interaction for tall building[A]. Planning and Design of Tall Buiding[C] ,Lehigh U. ,1972, Vol. la:967-983.
[21] Poulos H C and Daris E H. Pile foundation analysis and design [M]. New York,Wiley,1980.
[22] Mindlin R D. Force at a point in the interior of a seminfinite solid[J]. J Appl. Phys. 1936, 7(5) : 195-202.
[23] Nogami T. Flexural Responses of Grouped piles under Dynamic Loading[J]. EESD, 1985,17(3):249-261.
[24] 吕西林,陈跃庆．高层建筑结构-地基动力相互作用效果的振动台试验对比研究[J]．地震工程与工程振动,2002,22(2):42-48．
[25] 齐良锋．高层建筑桩筏基础共同工作原位测试及理论分析[D]．西安:西安建筑科技大学,2002．
[26]张琪玮,牛荻涛．结构物在动力荷载作用下共同作用分析理论的回顾与展望[J]．西安建筑科技大学学报,2003,35(2):152-154．
[27]姜福香,王玉田．考虑地基非线性的框架-筏基-土共同作用分析[J]．石家庄铁道学院学报,1998,11(3)．
[28] 俞茂宏,等．20世纪岩石强度理论的发展[J]．岩石力学与工程学报,2000,19(5):545-550．
[29] Mohr. Abhandlungen ausden Gebieteder Technischen Mechanik[M]. Verlag von wilhem:Emst&Sohn, 1905,Third ed. , 1928.摩尔工程力学论 文选选辑[M]．吴之瀚译,李国豪校．上海:上海科学技术出版社,1996．
[30] 陈清军,姜文辉,楼梦麟．裙桩基础三维非线性地震反应分析[J]．振动与冲击,2003,22(3):98-101．
[31] Zienkiewicz O C,Pande G N. Some useful forms of isotropic yield surfaces for soil and rock mechanics[A]. Gudehus G ed. Finite Elements in Geomechanics[C]. London:John Wiley&Sons Ltd,1977,179-190.
[32] Chen W F.Baladi G Y. Soil Plasticity:Theory and implementation[M]. Amsterdam:Elsevier Science Pub. ,1985.
[33]葛修润．有限单元法及其在岩体力学中的应用[A]．岩石力学的理论与实践[C]．北京:水利出版社,1981,241-244．
[34]李世辉．隧道支护设计新论——典型类比分析法应用和理论[M]．北京:科学出版社,1999,121-123．
[35]俞茂宏．工程强度理论[M]．北京:高等教育出版社,1999．
[36]俞茂宏．双剪理论及其应用[M]．北京,科学出版社,1998．
[37] 俞茂宏,等著混凝土强度理论及其应用[M]．北京:高等教育出版社,2000．
[38]俞茂宏．岩土类材料的统一强度理论及其应用[J]．岩土工程学报,1994,16(2):1-9．
[39]俞茂宏,曾文兵．工程结构分析新理论及其应用[J]．工程力学,1994,11(1):9-19．
[40] Yu M H,He L N. A new model and theory on yield and failure of materials under complex stress stste[ A]. Mechaical Behaviour of Materials - VI [C] , Oxford :Pergamon Press,1991,851-856.
[41]熊仲明,等．在黄土地区高层建筑上部结构-桩-土共同作用的受力分析与数值模拟[J]．建筑结构,2004,34(12):19-22．
[42]熊仲明,等．统一强度理论在湿陷性黄土-桩-上部结构共同作用分析中的应用[J]．土木工程学报,已录
[2] 董建国,路佳,赵锡宏,等．共同作用分析在高层建筑箱基设计中的应用[A]．董志远主编．结构与介质相互作用理论及其应用[C]．南 京:河海大学出版社,1993,387-393．
[3] 熊仲明,赵鸿铁,俞茂宏．高层建筑上部结构-桩-土共同作用特性的分析与研究[J]．工业建筑,2002,32(6):12-14．
[4] 熊仲明,赵鸿铁．框架结构在桩-土共同作用下的内力计算分析[J]．西安建筑科技大学报,1999,31(3):288-291．
[5] Xiong Z,Zhao H,and Yu M. An Analysis and study of interaction behavior among high-rise building superstructure pile - rate foundation and soil in loess area[A]. The Seventh International Symposium on Structural Engineering for Young Experts(ISSEYE-7)[C], 2002,138-142.
[6] 熊仲明,等．高层建筑上部结构-桩-土共同作用研究进展及展望[A]．第四届陕西省青年科学家论坛文集[C],世界地图出版社, 1999,389-392．
[7] 姚仰平,高永贵,韩昌．西安地区桩基静荷载试验资料汇编[M]．西安:陕西科学技术出版社,1999．
[8] 熊仲明,赵鸿铁．地震作用下桩-土共同作用对上部结构的影响[J]．西安建筑科技大学学报,1999,31(1):44-47．
[9] 熊仲明,等．边界元特解样条函数在上部结构-桩-土共同作用的应用[J]．工程力学,2002增刊,035-038．
[10]熊仲明,赵鸿铁．高层建筑-桩-土共同作用地震反应分析[J]．世界她震工程,2002,18(2):99-104．
[11]熊仲明．高层建筑上部结构与桩筏基础和地基共同作用受力行为的分析与研究[D]．西安:西安建筑科技大学,2000．
[12]华南理工大学等主编．地基及基础[M]．北京:中国建筑工业出版社,1991．
[13] Meyerhof G G. Some recent foundation research and its application to design[J]. Struct. Engn. 1953, 31(5):151-167.
[14] Chamecki S. Structural rigidity in calculating settlements[J]. J. Soil Mech. and Found, Div., ASCE, 1956, 82(1):1-9.
[15] Grosshof H. Influence of flexural rigidity of superstructure on the distribution of contact pressure and bending moments of an elastic combined footing [A]. Proc. 6th ICSMFE[C], London, 1957, Vol. 1,300-306.
[16] Sommer H. A method of calculation of settlements,contact pressures and bending moments in a foundation including the flexural rigidity of the su- peretucture[A]. Proc. 6thICSMFE[C], Vol.2,Montreal, 1965,300-301.
[17] Zeinkeiwicz O C and Cheung Y K. Plates and tanks on elastic foundation: an application of finite element method[J] . J. Solids and Struct. 1965, 1(3):451-461.
[18] Priemienicki J S. Theory of matrix structural analysis[ M]. 1968.
[19] Haddadin M J. Mats and combined footing analysis by the finte element methods[J]. Proc. ACI. , 1971, 68(12):945-949.
[20] Christian J T. Soil structure interaction for tall building[A]. Planning and Design of Tall Buiding[C] ,Lehigh U. ,1972, Vol. la:967-983.
[21] Poulos H C and Daris E H. Pile foundation analysis and design [M]. New York,Wiley,1980.
[22] Mindlin R D. Force at a point in the interior of a seminfinite solid[J]. J Appl. Phys. 1936, 7(5) : 195-202.
[23] Nogami T. Flexural Responses of Grouped piles under Dynamic Loading[J]. EESD, 1985,17(3):249-261.
[24] 吕西林,陈跃庆．高层建筑结构-地基动力相互作用效果的振动台试验对比研究[J]．地震工程与工程振动,2002,22(2):42-48．
[25] 齐良锋．高层建筑桩筏基础共同工作原位测试及理论分析[D]．西安:西安建筑科技大学,2002．
[26]张琪玮,牛荻涛．结构物在动力荷载作用下共同作用分析理论的回顾与展望[J]．西安建筑科技大学学报,2003,35(2):152-154．
[27]姜福香,王玉田．考虑地基非线性的框架-筏基-土共同作用分析[J]．石家庄铁道学院学报,1998,11(3)．
[28] 俞茂宏,等．20世纪岩石强度理论的发展[J]．岩石力学与工程学报,2000,19(5):545-550．
[29] Mohr. Abhandlungen ausden Gebieteder Technischen Mechanik[M]. Verlag von wilhem:Emst&Sohn, 1905,Third ed. , 1928.摩尔工程力学论 文选选辑[M]．吴之瀚译,李国豪校．上海:上海科学技术出版社,1996．
[30] 陈清军,姜文辉,楼梦麟．裙桩基础三维非线性地震反应分析[J]．振动与冲击,2003,22(3):98-101．
[31] Zienkiewicz O C,Pande G N. Some useful forms of isotropic yield surfaces for soil and rock mechanics[A]. Gudehus G ed. Finite Elements in Geomechanics[C]. London:John Wiley&Sons Ltd,1977,179-190.
[32] Chen W F.Baladi G Y. Soil Plasticity:Theory and implementation[M]. Amsterdam:Elsevier Science Pub. ,1985.
[33]葛修润．有限单元法及其在岩体力学中的应用[A]．岩石力学的理论与实践[C]．北京:水利出版社,1981,241-244．
[34]李世辉．隧道支护设计新论——典型类比分析法应用和理论[M]．北京:科学出版社,1999,121-123．
[35]俞茂宏．工程强度理论[M]．北京:高等教育出版社,1999．
[36]俞茂宏．双剪理论及其应用[M]．北京,科学出版社,1998．
[37] 俞茂宏,等著混凝土强度理论及其应用[M]．北京:高等教育出版社,2000．
[38]俞茂宏．岩土类材料的统一强度理论及其应用[J]．岩土工程学报,1994,16(2):1-9．
[39]俞茂宏,曾文兵．工程结构分析新理论及其应用[J]．工程力学,1994,11(1):9-19．
[40] Yu M H,He L N. A new model and theory on yield and failure of materials under complex stress stste[ A]. Mechaical Behaviour of Materials - VI [C] , Oxford :Pergamon Press,1991,851-856.
[41]熊仲明,等．在黄土地区高层建筑上部结构-桩-土共同作用的受力分析与数值模拟[J]．建筑结构,2004,34(12):19-22．
[42]熊仲明,等．统一强度理论在湿陷性黄土-桩-上部结构共同作用分析中的应用[J]．土木工程学报,已录
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