Modeling soil-foundation-structure interaction

SUMMARY This paper offers a guided tour through the various ways, used in practice, of accounting for soil–structure interaction in design and analysis, ranging from a complete analysis of the total combined system of foundation, soil and structure to approximate models of the system. The focus is o...

Full description

Saved in:
Bibliographic Details
Published in:The structural design of tall and special buildings 2011-12, Vol.20 (S1), p.47-62
Main Authors: Finn, WD Liam, Pandey, Bishnu H, Ventura, Carlos E
Format: Article
Language:English
Subjects:
base slab averaging
basement walls
seismic earth pressures
soil-structure interaction
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
cited_by cdi_FETCH-LOGICAL-c2995-4efcde1bc3cd41b598e4a56e87710434782d3e738a954e2af8db0a1848ed57e03
cites cdi_FETCH-LOGICAL-c2995-4efcde1bc3cd41b598e4a56e87710434782d3e738a954e2af8db0a1848ed57e03
container_end_page 62
container_issue S1
container_start_page 47
container_title The structural design of tall and special buildings
container_volume 20
creator Finn, WD Liam
Pandey, Bishnu H
Ventura, Carlos E
description SUMMARY This paper offers a guided tour through the various ways, used in practice, of accounting for soil–structure interaction in design and analysis, ranging from a complete analysis of the total combined system of foundation, soil and structure to approximate models of the system. The focus is on three types of structures: bridges on pile foundations, tall buildings with several levels of underground parking and large basement slabs with shallow embedment. The paper also reports on preliminary results from the study of seismic pressures against deep basement walls commissioned by the Structural Engineers Association of British Columbia. Copyright © 2011 John Wiley & Sons, Ltd.
doi_str_mv 10.1002/tal.735
format article
fullrecord <record><control><sourceid>istex_cross</sourceid><recordid>TN_cdi_crossref_primary_10_1002_tal_735</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>ark_67375_WNG_TPX3PW2P_D</sourcerecordid><originalsourceid>FETCH-LOGICAL-c2995-4efcde1bc3cd41b598e4a56e87710434782d3e738a954e2af8db0a1848ed57e03</originalsourceid><addsrcrecordid>eNp1z0FLwzAUwPEgCs4pfoXdPEhq0iRLehzTTWFqD5V5C2nyKtHaStKi-_Z2VL15eo_Hjwd_hM4pSSgh6VVn6kQycYAmVHCKpSLq8HeXGT9GJzG-EkIzItgEJfetg9o3L7PY-hpXbd840_m2wbELve36ADPfdBCM3V9P0VFl6ghnP3OKnlY3xfIWbx7Xd8vFBts0ywTmUFkHtLTMOk5LkSngRsxBSUkJZ1yq1DGQTJlMcEhNpVxJDFVcgRMSCJuii_GvDW2MASr9Efy7CTtNid5n6iFTD5mDvBzlp69h9x_TxWIzajxqHzv4-tMmvOm5ZFLo7cNaF_kzy7dprq_ZNyosYsM</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype></control><display><type>article</type><title>Modeling soil-foundation-structure interaction</title><source>Wiley</source><creator>Finn, WD Liam ; Pandey, Bishnu H ; Ventura, Carlos E</creator><creatorcontrib>Finn, WD Liam ; Pandey, Bishnu H ; Ventura, Carlos E</creatorcontrib><description>SUMMARY This paper offers a guided tour through the various ways, used in practice, of accounting for soil–structure interaction in design and analysis, ranging from a complete analysis of the total combined system of foundation, soil and structure to approximate models of the system. The focus is on three types of structures: bridges on pile foundations, tall buildings with several levels of underground parking and large basement slabs with shallow embedment. The paper also reports on preliminary results from the study of seismic pressures against deep basement walls commissioned by the Structural Engineers Association of British Columbia. Copyright © 2011 John Wiley &amp; Sons, Ltd.</description><identifier>ISSN: 1541-7794</identifier><identifier>EISSN: 1541-7808</identifier><identifier>DOI: 10.1002/tal.735</identifier><language>eng</language><publisher>Chichester, UK: John Wiley &amp; Sons, Ltd</publisher><subject>base slab averaging ; basement walls ; seismic earth pressures ; soil-structure interaction</subject><ispartof>The structural design of tall and special buildings, 2011-12, Vol.20 (S1), p.47-62</ispartof><rights>Copyright © 2011 John Wiley &amp; Sons, Ltd.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c2995-4efcde1bc3cd41b598e4a56e87710434782d3e738a954e2af8db0a1848ed57e03</citedby><cites>FETCH-LOGICAL-c2995-4efcde1bc3cd41b598e4a56e87710434782d3e738a954e2af8db0a1848ed57e03</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27923,27924</link.rule.ids></links><search><creatorcontrib>Finn, WD Liam</creatorcontrib><creatorcontrib>Pandey, Bishnu H</creatorcontrib><creatorcontrib>Ventura, Carlos E</creatorcontrib><title>Modeling soil-foundation-structure interaction</title><title>The structural design of tall and special buildings</title><addtitle>Struct. Design Tall Spec. Build</addtitle><description>SUMMARY This paper offers a guided tour through the various ways, used in practice, of accounting for soil–structure interaction in design and analysis, ranging from a complete analysis of the total combined system of foundation, soil and structure to approximate models of the system. The focus is on three types of structures: bridges on pile foundations, tall buildings with several levels of underground parking and large basement slabs with shallow embedment. The paper also reports on preliminary results from the study of seismic pressures against deep basement walls commissioned by the Structural Engineers Association of British Columbia. Copyright © 2011 John Wiley &amp; Sons, Ltd.</description><subject>base slab averaging</subject><subject>basement walls</subject><subject>seismic earth pressures</subject><subject>soil-structure interaction</subject><issn>1541-7794</issn><issn>1541-7808</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2011</creationdate><recordtype>article</recordtype><recordid>eNp1z0FLwzAUwPEgCs4pfoXdPEhq0iRLehzTTWFqD5V5C2nyKtHaStKi-_Z2VL15eo_Hjwd_hM4pSSgh6VVn6kQycYAmVHCKpSLq8HeXGT9GJzG-EkIzItgEJfetg9o3L7PY-hpXbd840_m2wbELve36ADPfdBCM3V9P0VFl6ghnP3OKnlY3xfIWbx7Xd8vFBts0ywTmUFkHtLTMOk5LkSngRsxBSUkJZ1yq1DGQTJlMcEhNpVxJDFVcgRMSCJuii_GvDW2MASr9Efy7CTtNid5n6iFTD5mDvBzlp69h9x_TxWIzajxqHzv4-tMmvOm5ZFLo7cNaF_kzy7dprq_ZNyosYsM</recordid><startdate>201112</startdate><enddate>201112</enddate><creator>Finn, WD Liam</creator><creator>Pandey, Bishnu H</creator><creator>Ventura, Carlos E</creator><general>John Wiley &amp; Sons, Ltd</general><scope>BSCLL</scope><scope>AAYXX</scope><scope>CITATION</scope></search><sort><creationdate>201112</creationdate><title>Modeling soil-foundation-structure interaction</title><author>Finn, WD Liam ; Pandey, Bishnu H ; Ventura, Carlos E</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2995-4efcde1bc3cd41b598e4a56e87710434782d3e738a954e2af8db0a1848ed57e03</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2011</creationdate><topic>base slab averaging</topic><topic>basement walls</topic><topic>seismic earth pressures</topic><topic>soil-structure interaction</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Finn, WD Liam</creatorcontrib><creatorcontrib>Pandey, Bishnu H</creatorcontrib><creatorcontrib>Ventura, Carlos E</creatorcontrib><collection>Istex</collection><collection>CrossRef</collection><jtitle>The structural design of tall and special buildings</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Finn, WD Liam</au><au>Pandey, Bishnu H</au><au>Ventura, Carlos E</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Modeling soil-foundation-structure interaction</atitle><jtitle>The structural design of tall and special buildings</jtitle><addtitle>Struct. Design Tall Spec. Build</addtitle><date>2011-12</date><risdate>2011</risdate><volume>20</volume><issue>S1</issue><spage>47</spage><epage>62</epage><pages>47-62</pages><issn>1541-7794</issn><eissn>1541-7808</eissn><abstract>SUMMARY This paper offers a guided tour through the various ways, used in practice, of accounting for soil–structure interaction in design and analysis, ranging from a complete analysis of the total combined system of foundation, soil and structure to approximate models of the system. The focus is on three types of structures: bridges on pile foundations, tall buildings with several levels of underground parking and large basement slabs with shallow embedment. The paper also reports on preliminary results from the study of seismic pressures against deep basement walls commissioned by the Structural Engineers Association of British Columbia. Copyright © 2011 John Wiley &amp; Sons, Ltd.</abstract><cop>Chichester, UK</cop><pub>John Wiley &amp; Sons, Ltd</pub><doi>10.1002/tal.735</doi><tpages>16</tpages></addata></record>
fulltext fulltext
identifier ISSN: 1541-7794
ispartof The structural design of tall and special buildings, 2011-12, Vol.20 (S1), p.47-62
issn 1541-7794
1541-7808
language eng
recordid cdi_crossref_primary_10_1002_tal_735
source Wiley
subjects base slab averaging
basement walls
seismic earth pressures
soil-structure interaction
title Modeling soil-foundation-structure interaction
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-09T01%3A46%3A02IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-istex_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Modeling%20soil-foundation-structure%20interaction&rft.jtitle=The%20structural%20design%20of%20tall%20and%20special%20buildings&rft.au=Finn,%20WD%20Liam&rft.date=2011-12&rft.volume=20&rft.issue=S1&rft.spage=47&rft.epage=62&rft.pages=47-62&rft.issn=1541-7794&rft.eissn=1541-7808&rft_id=info:doi/10.1002/tal.735&rft_dat=%3Cistex_cross%3Eark_67375_WNG_TPX3PW2P_D%3C/istex_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c2995-4efcde1bc3cd41b598e4a56e87710434782d3e738a954e2af8db0a1848ed57e03%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_id=info:pmid/&rfr_iscdi=true