Direct Method for Generating Floor Response Spectra considering Soil-Structure Interaction
A methodology is developed for generating floor response spectra (FRS) considering the effect of dynamic soil-structure interaction (SSI) based on the substructure technique and a recently-developed direct spectra-to-spectra method. Dynamic stiffness matrix of a three-dimensional structure with a ri...
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Published in | Journal of earthquake engineering : JEE Vol. 26; no. 10; pp. 4956 - 4976 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
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Taylor & Francis
27.07.2022
Taylor & Francis Ltd |
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Abstract | A methodology is developed for generating floor response spectra (FRS) considering the effect of dynamic soil-structure interaction (SSI) based on the substructure technique and a recently-developed direct spectra-to-spectra method. Dynamic stiffness matrix of a three-dimensional structure with a rigid foundation subject to three translational and three rotational base excitations is derived, and is expressed in terms of the modal information of the structure. A transfer matrix, depending on the dynamic stiffness matrices of the structure-foundation system and generalized soil springs, is developed to modify the tri-directional response spectra at the foundation level of free-field (FIRS) in soil medium. The modified response spectra, called foundation level input response spectra (FLIRS), are used as the input to the fixed-base structure to generate FRS using the direct spectra-to-spectra method. Numerical examples of a reactor building and a service building in nuclear power plants demonstrate the accuracy and efficiency of the proposed method. FRS with
% and
% Non-Exceedance Probability (NEP) given by the proposed method agree well with the FRS obtained from a large number of time history analyses. Furthermore, the effect of SSI on FRS is studied, the physical meaning, and the advantages of the proposed method are highlighted. |
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AbstractList | A methodology is developed for generating floor response spectra (FRS) considering the effect of dynamic soil-structure interaction (SSI) based on the substructure technique and a recently-developed direct spectra-to-spectra method. Dynamic stiffness matrix of a three-dimensional structure with a rigid foundation subject to three translational and three rotational base excitations is derived, and is expressed in terms of the modal information of the structure. A transfer matrix, depending on the dynamic stiffness matrices of the structure-foundation system and generalized soil springs, is developed to modify the tri-directional response spectra at the foundation level of free-field (FIRS) in soil medium. The modified response spectra, called foundation level input response spectra (FLIRS), are used as the input to the fixed-base structure to generate FRS using the direct spectra-to-spectra method. Numerical examples of a reactor building and a service building in nuclear power plants demonstrate the accuracy and efficiency of the proposed method. FRS with
% and
% Non-Exceedance Probability (NEP) given by the proposed method agree well with the FRS obtained from a large number of time history analyses. Furthermore, the effect of SSI on FRS is studied, the physical meaning, and the advantages of the proposed method are highlighted. A methodology is developed for generating floor response spectra (FRS) considering the effect of dynamic soil–structure interaction (SSI) based on the substructure technique and a recently-developed direct spectra-to-spectra method. Dynamic stiffness matrix of a three-dimensional structure with a rigid foundation subject to three translational and three rotational base excitations is derived, and is expressed in terms of the modal information of the structure. A transfer matrix, depending on the dynamic stiffness matrices of the structure-foundation system and generalized soil springs, is developed to modify the tri-directional response spectra at the foundation level of free-field (FIRS) in soil medium. The modified response spectra, called foundation level input response spectra (FLIRS), are used as the input to the fixed-base structure to generate FRS using the direct spectra-to-spectra method. Numerical examples of a reactor building and a service building in nuclear power plants demonstrate the accuracy and efficiency of the proposed method. FRS with % and % Non-Exceedance Probability (NEP) given by the proposed method agree well with the FRS obtained from a large number of time history analyses. Furthermore, the effect of SSI on FRS is studied, the physical meaning, and the advantages of the proposed method are highlighted. |
Author | Xie, Wei-Chau Pandey, Mahesh D. Zhou, Yang Jiang, Wei |
Author_xml | – sequence: 1 givenname: Wei surname: Jiang fullname: Jiang, Wei email: w46jiang@uwaterloo.ca organization: University of Waterloo – sequence: 2 givenname: Yang surname: Zhou fullname: Zhou, Yang organization: University of Waterloo – sequence: 3 givenname: Wei-Chau surname: Xie fullname: Xie, Wei-Chau organization: University of Waterloo – sequence: 4 givenname: Mahesh D. surname: Pandey fullname: Pandey, Mahesh D. organization: University of Waterloo |
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Cites_doi | 10.1785/BSSA0630010009 10.1016/S0955-7997(02)00057-7 10.1016/j.nucengdes.2015.05.034 10.1016/j.nucengdes.2015.08.015 10.1002/eqe.4290090503 10.1016/j.nucengdes.2011.06.014 10.1002/eqe.4290240211 10.1002/eqe.4290060107 10.1061/(ASCE)0733-9399(2002)128:1(66) 10.1080/13632460009350372 10.1016/j.nucengdes.2015.05.033 10.1016/j.strusafe.2013.01.008 10.1016/S0267-7261(02)00020-9 10.1061/JSDEAG.0003457 |
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References | cit0011 cit0012 Wolf J. P. (cit0023) 1985 cit0019 USNRC (cit0021) 2007 cit0017 cit0018 Li Z.-X. (cit0013) 2005; 26 cit0015 cit0016 cit0022 cit0001 Elkhoraibi T. (cit0006) 2002; 269 Tsai N. C. (cit0020) 1973; 100 Jennings P. C. (cit0010) 1973; 63 Lysmer J. (cit0014) 1983 cit0008 cit0009 cit0007 CSA (cit0004) 2010 cit0005 cit0002 cit0024 cit0003 cit0025 |
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Snippet | A methodology is developed for generating floor response spectra (FRS) considering the effect of dynamic soil-structure interaction (SSI) based on the... A methodology is developed for generating floor response spectra (FRS) considering the effect of dynamic soil–structure interaction (SSI) based on the... |
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SubjectTerms | Direct Method Floor Response Spectrum Floors Foundation Level Input Response Spectra Methods Nuclear energy Nuclear power plants Probability theory Response spectra Seismic Analysis Soil Soil dynamics Soil-Structure Interaction Spectra Stiffness matrix Transfer matrices |
Title | Direct Method for Generating Floor Response Spectra considering Soil-Structure Interaction |
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