Dynamic and Seismic Protection of Rigid-Block-Like Elements and Structures on Deformable Ground with Mass-Damper Dynamic Absorbers
AbstractSome elements and structures can be modeled as rigid blocks. To reduce their likelihood of overturning such block-like elements, structures can be coupled with safety devices. In this paper, a model of a rigid block placed on a deformable soil is coupled with a pendulum working as mass-dampe...
Gespeichert in:
Veröffentlicht in: | Journal of engineering mechanics 2020-06, Vol.146 (6) |
---|---|
Hauptverfasser: | , , , |
Format: | Artikel |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
container_end_page | |
---|---|
container_issue | 6 |
container_start_page | |
container_title | Journal of engineering mechanics |
container_volume | 146 |
creator | Di Egidio, Angelo Contento, Alessandro de Leo, Andrea M Gardoni, Paolo |
description | AbstractSome elements and structures can be modeled as rigid blocks. To reduce their likelihood of overturning such block-like elements, structures can be coupled with safety devices. In this paper, a model of a rigid block placed on a deformable soil is coupled with a pendulum working as mass-damper dynamic absorber. The deformable ground is modeled as a continuous bed of vertical linear springs and dashpots. To assess the effectiveness of the mass-damper dynamic absorber, a parametric analysis is performed by numerically integrating the equations of motion and considering one-sine pulse and seismic excitations. In the analyses, the geometrical characteristics of the block, the mass and length of the pendulum, and the stiffness of the soil are taken as variable parameters. Under one-sine excitation, the comparison of overturning spectra obtained for blocks with and without a mass-damper dynamic absorber demonstrates the effectiveness of the chosen protection device, especially for soils characterized by high stiffness. The beneficial effect of the mass-damper dynamic absorber on the dynamics of the rigid block under seismic excitations is evaluated by comparing the rocking maps obtained for blocks that are and are not equipped with mass-damper dynamic absorbers. In addition to the reduction of the overturning events of the block, the results show that the protection device has the positive effect of reducing the amplitude of the rocking angle. |
doi_str_mv | 10.1061/(ASCE)EM.1943-7889.0001782 |
format | Article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2385649711</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2385649711</sourcerecordid><originalsourceid>FETCH-LOGICAL-a337t-48e3819da93022c0c4ff6f3915cc2bead5acc91e6ccc6462733dc7a4f7fc09493</originalsourceid><addsrcrecordid>eNp1kMtOwzAQRS0EEqXwDxZsYJFix6kTsytteEitQDzWljsZQ6CJi50IseXLSVQeK1Yeee6Z0RxCDjkbcSb56fHkfpqf5IsRV4mI0ixTI8YYT7N4iwx-_7bJgKVCREootUv2QnjpMolUckA-Zx-1qUqgpi7oPZahr2-9axCa0tXUWXpXPpVFdL5y8BrNy1ek-QorrJuwYRrfQtN6DLSLz9A6X5nlCumld23Xfy-bZ7owIUQzU63R05-Fk2Vwfok-7JMda1YBD77fIXm8yB-mV9H85vJ6OplHRoi0iZIMRcZVYZRgcQwMEmulFYqPAeIlmmJsABRHCQAykXF3cAGpSWxqgalEiSE52sxde_fWYmj0i2t93a3UscjGMlEp513qbJMC70LwaPXal5XxH5oz3TvXuneu84Xu_erer_523sFyA5sA-Df-h_wf_ALHOYee</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2385649711</pqid></control><display><type>article</type><title>Dynamic and Seismic Protection of Rigid-Block-Like Elements and Structures on Deformable Ground with Mass-Damper Dynamic Absorbers</title><source>American Society of Civil Engineers:NESLI2:Journals:2014</source><creator>Di Egidio, Angelo ; Contento, Alessandro ; de Leo, Andrea M ; Gardoni, Paolo</creator><creatorcontrib>Di Egidio, Angelo ; Contento, Alessandro ; de Leo, Andrea M ; Gardoni, Paolo</creatorcontrib><description>AbstractSome elements and structures can be modeled as rigid blocks. To reduce their likelihood of overturning such block-like elements, structures can be coupled with safety devices. In this paper, a model of a rigid block placed on a deformable soil is coupled with a pendulum working as mass-damper dynamic absorber. The deformable ground is modeled as a continuous bed of vertical linear springs and dashpots. To assess the effectiveness of the mass-damper dynamic absorber, a parametric analysis is performed by numerically integrating the equations of motion and considering one-sine pulse and seismic excitations. In the analyses, the geometrical characteristics of the block, the mass and length of the pendulum, and the stiffness of the soil are taken as variable parameters. Under one-sine excitation, the comparison of overturning spectra obtained for blocks with and without a mass-damper dynamic absorber demonstrates the effectiveness of the chosen protection device, especially for soils characterized by high stiffness. The beneficial effect of the mass-damper dynamic absorber on the dynamics of the rigid block under seismic excitations is evaluated by comparing the rocking maps obtained for blocks that are and are not equipped with mass-damper dynamic absorbers. In addition to the reduction of the overturning events of the block, the results show that the protection device has the positive effect of reducing the amplitude of the rocking angle.</description><identifier>ISSN: 0733-9399</identifier><identifier>EISSN: 1943-7889</identifier><identifier>DOI: 10.1061/(ASCE)EM.1943-7889.0001782</identifier><language>eng</language><publisher>New York: American Society of Civil Engineers</publisher><subject>Absorbers ; Deformation ; Earthquake dampers ; Equations of motion ; Excitation ; Formability ; Parametric analysis ; Pendulums ; Rigid blocks ; Safety devices ; Seismic response ; Soil dynamics ; Soils ; Springs (elastic) ; Stiffness ; Technical Papers</subject><ispartof>Journal of engineering mechanics, 2020-06, Vol.146 (6)</ispartof><rights>2020 American Society of Civil Engineers</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a337t-48e3819da93022c0c4ff6f3915cc2bead5acc91e6ccc6462733dc7a4f7fc09493</citedby><cites>FETCH-LOGICAL-a337t-48e3819da93022c0c4ff6f3915cc2bead5acc91e6ccc6462733dc7a4f7fc09493</cites><orcidid>0000-0001-5828-5641</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)EM.1943-7889.0001782$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)EM.1943-7889.0001782$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,776,780,27901,27902,75936,75944</link.rule.ids></links><search><creatorcontrib>Di Egidio, Angelo</creatorcontrib><creatorcontrib>Contento, Alessandro</creatorcontrib><creatorcontrib>de Leo, Andrea M</creatorcontrib><creatorcontrib>Gardoni, Paolo</creatorcontrib><title>Dynamic and Seismic Protection of Rigid-Block-Like Elements and Structures on Deformable Ground with Mass-Damper Dynamic Absorbers</title><title>Journal of engineering mechanics</title><description>AbstractSome elements and structures can be modeled as rigid blocks. To reduce their likelihood of overturning such block-like elements, structures can be coupled with safety devices. In this paper, a model of a rigid block placed on a deformable soil is coupled with a pendulum working as mass-damper dynamic absorber. The deformable ground is modeled as a continuous bed of vertical linear springs and dashpots. To assess the effectiveness of the mass-damper dynamic absorber, a parametric analysis is performed by numerically integrating the equations of motion and considering one-sine pulse and seismic excitations. In the analyses, the geometrical characteristics of the block, the mass and length of the pendulum, and the stiffness of the soil are taken as variable parameters. Under one-sine excitation, the comparison of overturning spectra obtained for blocks with and without a mass-damper dynamic absorber demonstrates the effectiveness of the chosen protection device, especially for soils characterized by high stiffness. The beneficial effect of the mass-damper dynamic absorber on the dynamics of the rigid block under seismic excitations is evaluated by comparing the rocking maps obtained for blocks that are and are not equipped with mass-damper dynamic absorbers. In addition to the reduction of the overturning events of the block, the results show that the protection device has the positive effect of reducing the amplitude of the rocking angle.</description><subject>Absorbers</subject><subject>Deformation</subject><subject>Earthquake dampers</subject><subject>Equations of motion</subject><subject>Excitation</subject><subject>Formability</subject><subject>Parametric analysis</subject><subject>Pendulums</subject><subject>Rigid blocks</subject><subject>Safety devices</subject><subject>Seismic response</subject><subject>Soil dynamics</subject><subject>Soils</subject><subject>Springs (elastic)</subject><subject>Stiffness</subject><subject>Technical Papers</subject><issn>0733-9399</issn><issn>1943-7889</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><recordid>eNp1kMtOwzAQRS0EEqXwDxZsYJFix6kTsytteEitQDzWljsZQ6CJi50IseXLSVQeK1Yeee6Z0RxCDjkbcSb56fHkfpqf5IsRV4mI0ixTI8YYT7N4iwx-_7bJgKVCREootUv2QnjpMolUckA-Zx-1qUqgpi7oPZahr2-9axCa0tXUWXpXPpVFdL5y8BrNy1ek-QorrJuwYRrfQtN6DLSLz9A6X5nlCumld23Xfy-bZ7owIUQzU63R05-Fk2Vwfok-7JMda1YBD77fIXm8yB-mV9H85vJ6OplHRoi0iZIMRcZVYZRgcQwMEmulFYqPAeIlmmJsABRHCQAykXF3cAGpSWxqgalEiSE52sxde_fWYmj0i2t93a3UscjGMlEp513qbJMC70LwaPXal5XxH5oz3TvXuneu84Xu_erer_523sFyA5sA-Df-h_wf_ALHOYee</recordid><startdate>20200601</startdate><enddate>20200601</enddate><creator>Di Egidio, Angelo</creator><creator>Contento, Alessandro</creator><creator>de Leo, Andrea M</creator><creator>Gardoni, Paolo</creator><general>American Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7TB</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope><orcidid>https://orcid.org/0000-0001-5828-5641</orcidid></search><sort><creationdate>20200601</creationdate><title>Dynamic and Seismic Protection of Rigid-Block-Like Elements and Structures on Deformable Ground with Mass-Damper Dynamic Absorbers</title><author>Di Egidio, Angelo ; Contento, Alessandro ; de Leo, Andrea M ; Gardoni, Paolo</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a337t-48e3819da93022c0c4ff6f3915cc2bead5acc91e6ccc6462733dc7a4f7fc09493</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Absorbers</topic><topic>Deformation</topic><topic>Earthquake dampers</topic><topic>Equations of motion</topic><topic>Excitation</topic><topic>Formability</topic><topic>Parametric analysis</topic><topic>Pendulums</topic><topic>Rigid blocks</topic><topic>Safety devices</topic><topic>Seismic response</topic><topic>Soil dynamics</topic><topic>Soils</topic><topic>Springs (elastic)</topic><topic>Stiffness</topic><topic>Technical Papers</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Di Egidio, Angelo</creatorcontrib><creatorcontrib>Contento, Alessandro</creatorcontrib><creatorcontrib>de Leo, Andrea M</creatorcontrib><creatorcontrib>Gardoni, Paolo</creatorcontrib><collection>CrossRef</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of engineering mechanics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Di Egidio, Angelo</au><au>Contento, Alessandro</au><au>de Leo, Andrea M</au><au>Gardoni, Paolo</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Dynamic and Seismic Protection of Rigid-Block-Like Elements and Structures on Deformable Ground with Mass-Damper Dynamic Absorbers</atitle><jtitle>Journal of engineering mechanics</jtitle><date>2020-06-01</date><risdate>2020</risdate><volume>146</volume><issue>6</issue><issn>0733-9399</issn><eissn>1943-7889</eissn><abstract>AbstractSome elements and structures can be modeled as rigid blocks. To reduce their likelihood of overturning such block-like elements, structures can be coupled with safety devices. In this paper, a model of a rigid block placed on a deformable soil is coupled with a pendulum working as mass-damper dynamic absorber. The deformable ground is modeled as a continuous bed of vertical linear springs and dashpots. To assess the effectiveness of the mass-damper dynamic absorber, a parametric analysis is performed by numerically integrating the equations of motion and considering one-sine pulse and seismic excitations. In the analyses, the geometrical characteristics of the block, the mass and length of the pendulum, and the stiffness of the soil are taken as variable parameters. Under one-sine excitation, the comparison of overturning spectra obtained for blocks with and without a mass-damper dynamic absorber demonstrates the effectiveness of the chosen protection device, especially for soils characterized by high stiffness. The beneficial effect of the mass-damper dynamic absorber on the dynamics of the rigid block under seismic excitations is evaluated by comparing the rocking maps obtained for blocks that are and are not equipped with mass-damper dynamic absorbers. In addition to the reduction of the overturning events of the block, the results show that the protection device has the positive effect of reducing the amplitude of the rocking angle.</abstract><cop>New York</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)EM.1943-7889.0001782</doi><orcidid>https://orcid.org/0000-0001-5828-5641</orcidid></addata></record> |
fulltext | fulltext |
identifier | ISSN: 0733-9399 |
ispartof | Journal of engineering mechanics, 2020-06, Vol.146 (6) |
issn | 0733-9399 1943-7889 |
language | eng |
recordid | cdi_proquest_journals_2385649711 |
source | American Society of Civil Engineers:NESLI2:Journals:2014 |
subjects | Absorbers Deformation Earthquake dampers Equations of motion Excitation Formability Parametric analysis Pendulums Rigid blocks Safety devices Seismic response Soil dynamics Soils Springs (elastic) Stiffness Technical Papers |
title | Dynamic and Seismic Protection of Rigid-Block-Like Elements and Structures on Deformable Ground with Mass-Damper Dynamic Absorbers |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-31T19%3A05%3A57IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Dynamic%20and%20Seismic%20Protection%20of%20Rigid-Block-Like%20Elements%20and%20Structures%20on%20Deformable%20Ground%20with%20Mass-Damper%20Dynamic%20Absorbers&rft.jtitle=Journal%20of%20engineering%20mechanics&rft.au=Di%20Egidio,%20Angelo&rft.date=2020-06-01&rft.volume=146&rft.issue=6&rft.issn=0733-9399&rft.eissn=1943-7889&rft_id=info:doi/10.1061/(ASCE)EM.1943-7889.0001782&rft_dat=%3Cproquest_cross%3E2385649711%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2385649711&rft_id=info:pmid/&rfr_iscdi=true |