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《JOURNAL OF GANSU UNIVERSITY OF TECHNOLOGY》 1994-03
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Attenuation Law of the Equivalent Stiffness of Frame Superstructure Interacted With Box Foundation

Du Yongfeng(Dept.of Civil Engineering,Gansu Univ;of Tech.,Lanzhou 730050)Xu Tiesheng(Xi’an Jiao Tong University,Xi’an 710048)  
Based on the spatial structure system composed of frame,box foundation,andsoil under interaction,a general-purpose model for calculating the equivalant stiffness of theframe superstructure is established by using the energy method.A“propotional matrix”method is presented auording to equivalence of potential energy. An analytical formulae ofcontribution factor is derived indicating the partion of the stiffness which each story of theframe stracture contributes to the interaction.Some foudamental laws of stiffness contribu-tion attenuation if brought to light as follows:the stiffness contr,bution of a certain story inthe frame attenuates with the storey number increasing.
【Fund】: 甘肃省自然科学基金
【CateGory Index】: TU323.501
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【References】
Chinese Journal Full-text Database 4 Hits
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【Citations】
Chinese Journal Full-text Database 2 Hits
1 Du Yongfeng(Dept.of Civil Engineering.Gansu Univ,of Tech,Lanzhou,730050)Xu Tiesheng(Xi’an Jiaotong University, Xi’an,710049)Liu Changpu(Gansu Institute of Architectural Survey and Design, Lanzhou,730050);Varational Model of Spatial Interaltion of Box Foundation,Frame Structure and Soil[J];甘肃工业大学学报;1994-02
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【Co-citations】
Chinese Journal Full-text Database 9 Hits
1 HE Chun-bao(College of Water Conservancy and Civil Engineering South China Agricultural University,Guangzhou 510642,P.R.China);Analytic Solution of Multi-box Structure[J];科学技术与工程;2008-18
2 Du Yongfeng Di Shengkui Song Yu et al.;Spatial Analysis of Box Foundation and Its Optimum Design[J];建筑结构;2000-05
3 DU Yongfeng,WANG Yongqi,LI Ya'e,JIA Rongting (Gansu University Technology,Lanzhou 730050;Xi'an jiaotong University, Xi'an 710049;Urban Construction Design Institute of Lanzhou City,Lanzhou 730030)$$$$Abstrct: To counter for the analysis of box foundatio;Optimum Design of Box Foundation Considering Interaction With Frame-Shear-Wall Structure[J];基建优化;2000-01
4 Li Hui, Du Yongfeng, Lin houqin (Dept.,of Civil Engineering, Gansu Univ. of Tech., Lanzhou 730050) Zhou Hui, Wang Guihua (Gansu Institute of Architectural Design & Research, Lanzhou 730030) Li Huawen (Gansu Institute of Architectural Material Research, Lanzhou 730010);Energy variational solution to rectangular plate embedded in layered elastic soil[J];甘肃工业大学学报;1998-04
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6 Du Yongfeng, Li Hui, Sun Yupin, Song Yu, Zhou Mingru Wang Wenda(Dept. of Civil Engineering, Gansu Univ. of Tech. , Lanzhou 730050);Effect of horizontal stiffness with interaction of box foundation, superstructure, and soil[J];甘肃工业大学学报;1998-02
7 Du Yongfeng;Guo Dong;SongYu;Xue Zhiyong(Dept.of Civil Engineering,Gausu Univ, of Tech.,Lanzhou 730050)(Northwest Management Bureau of CAAC,Lanzhou 730020)(Dept.of Civil Engineering,Gausu Univ,of Tech.,Lanzhou 730050);Influence of Foundation Stiffness Matrix and Soil Dead Load on Plate-soil Interaction[J];甘肃工业大学学报;1995-02
8 Du Yongfeng(Dept. of Civil Engineering, Gansu Univ. of Tech.,Lanzhou 730050);An Optimum Design of Box Foundation Based on the Spatial Interaction Model[J];甘肃工业大学学报;1994-04
9 Du Yongfeng(Dept.of Civil Engineering,Gansu Univ;of Tech.,Lanzhou 730050)Xu Tiesheng(Xi’an Jiao Tong University,Xi’an 710048);Attenuation Law of the Equivalent Stiffness of Frame Superstructure Interacted With Box Foundation[J];甘肃工业大学学报;1994-03
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Chinese Journal Full-text Database 6 Hits
1 ZHOU Ding-song, LU Xi-lin, WANG Yin-ge (1 .State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China; 2. Department of Civil Engineering,Jiayin College,Meizhou 514000,China);Non-linear Numerical Analysis of Interaction among Pile-raft Foundation Tube Structure and Soil[J];同济大学学报(自然科学版);2003-09
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3 Du Yongfeng, Li Hui, Sun Yupin, Song Yu, Zhou Mingru Wang Wenda(Dept. of Civil Engineering, Gansu Univ. of Tech. , Lanzhou 730050);Effect of horizontal stiffness with interaction of box foundation, superstructure, and soil[J];甘肃工业大学学报;1998-02
4 Du Yongfeng(Dept. of Civil Engineering, Gansu Univ. of Tech.,Lanzhou 730050);An Optimum Design of Box Foundation Based on the Spatial Interaction Model[J];甘肃工业大学学报;1994-04
5 Du Yongfeng(Dept.of Civil Engineering,Gansu Univ;of Tech.,Lanzhou 730050)Xu Tiesheng(Xi’an Jiao Tong University,Xi’an 710048);Attenuation Law of the Equivalent Stiffness of Frame Superstructure Interacted With Box Foundation[J];甘肃工业大学学报;1994-03
6 Du Yongfeng(Dept.of Civil Engineering.Gansu Univ,of Tech,Lanzhou,730050)Xu Tiesheng(Xi’an Jiaotong University, Xi’an,710049)Liu Changpu(Gansu Institute of Architectural Survey and Design, Lanzhou,730050);Varational Model of Spatial Interaltion of Box Foundation,Frame Structure and Soil[J];甘肃工业大学学报;1994-02
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 ZHANG Ji-cheng1,LIU Fei2(1.School of Urban Construction,Yangtze University,Jingzhou 434023,China;2.Beijing Institute of Architectural Design and Research,Beijing 100045,China);Study on influence factor of superstructure and subsoil interaction effect[J];武汉工程大学学报;2010-03
2 DU Yong-feng1,2,QIU Zhi-tao2(1.Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education,Lanzhou University of Technology,Lanzhou 730050,Gansu,China;2.Institute of Earthquake Protectionand Disaster Mitigation,Lanzhou University of Technology,Lanzhou 730050,Gansu,China);Finite Element Analysis for Punching Shear Performance of Beam-slab Type Raft Foundation[J];建筑科学与工程学报;2009-02
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