Loading…
The 3D numerical simulation of near-source ground motion during the Marsica earthquake, central Italy, 100 years later
In this paper we show 3D physics-based numerical simulations of ground motion during one of the most devastating earthquakes in the recent Italian history, occurred on Jan 13, 1915, Marsica, Central Italy. The results provide a realistic estimate of the earthquake ground motion and fit reasonably we...
Saved in:
Published in: | Soil dynamics and earthquake engineering (1984) 2016-12, Vol.91, p.39-52 |
---|---|
Main Authors: | , , , |
Format: | Article |
Language: | English |
Subjects: | |
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-a473t-b492b5500e9df45999df27feb92faefcc5d84e448678a47c3a0bcce435b7869e3 |
---|---|
cites | cdi_FETCH-LOGICAL-a473t-b492b5500e9df45999df27feb92faefcc5d84e448678a47c3a0bcce435b7869e3 |
container_end_page | 52 |
container_issue | |
container_start_page | 39 |
container_title | Soil dynamics and earthquake engineering (1984) |
container_volume | 91 |
creator | Paolucci, R. Evangelista, L. Mazzieri, I. Schiappapietra, E. |
description | In this paper we show 3D physics-based numerical simulations of ground motion during one of the most devastating earthquakes in the recent Italian history, occurred on Jan 13, 1915, Marsica, Central Italy. The results provide a realistic estimate of the earthquake ground motion and fit reasonably well both the geodetic measurements of permanent ground settlement, and the observed macroseismic distribution of damage. In addition, these results provide a very useful benchmark to improve the current knowledge of near-source earthquake ground motion, including evaluation of the best distance metrics to describe the spatial variability of the peak values of ground motion, the relative importance of fault normal vs fault parallel components, the conditions under which vertical ground motion may prevail, as well as the adequacy of 1D vs 3D modelling of site amplification effects.
•A comprehensive 3D study to simulate ground motion during the 1915 Marsica earthquake.•The study of the spatial variability of near source ground motion features.•Identification of the best distance metric to study the decay of ground motion peak values.•The analysis of 3D vs 1D features of seismic site amplification. |
doi_str_mv | 10.1016/j.soildyn.2016.09.023 |
format | article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_1880020475</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0267726116302871</els_id><sourcerecordid>1956028416</sourcerecordid><originalsourceid>FETCH-LOGICAL-a473t-b492b5500e9df45999df27feb92faefcc5d84e448678a47c3a0bcce435b7869e3</originalsourceid><addsrcrecordid>eNqNkU1rFTEUhgdR8Fr9CULAjYvOeJLJ50qkaluouKngLmQyZ9pcZ5I2mSncf2_q7cqNrg7hPM8LOW_TvKXQUaDyw74rKczjIXasPjswHbD-WbOjWpm25_Tn82YHTKpWMUlfNq9K2QNQRbXcNQ_Xt0j6zyRuC-bg3UxKWLbZrSFFkiYS0eW2pC17JDc5bXEkS_qzHLcc4g1Zq__N5VJdUtn19n5zv_CUeIxrrnGXq5sPp4QCkEPdF1KzMb9uXkxuLvjmaZ40P75-uT67aK--n1-efbpqHVf92g7csEEIADTjxIUxdTA14WDY5HDyXoyaI-daKl0N3zsYvEfei0FpabA_ad4fc-9yut-wrHYJxeM8u4hpK5ZqDcCAK_EfqDBcU5C0ou_-Qvf1QrF-xFIjJDDNqayUOFI-p1IyTvYuh8Xlg6VgH4uze_tUnH0szoKxtbjqfTx6WA_zEDDb4gNGj2PI6Fc7pvCPhN9M1aR8</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1956028416</pqid></control><display><type>article</type><title>The 3D numerical simulation of near-source ground motion during the Marsica earthquake, central Italy, 100 years later</title><source>ScienceDirect Freedom Collection</source><creator>Paolucci, R. ; Evangelista, L. ; Mazzieri, I. ; Schiappapietra, E.</creator><creatorcontrib>Paolucci, R. ; Evangelista, L. ; Mazzieri, I. ; Schiappapietra, E.</creatorcontrib><description>In this paper we show 3D physics-based numerical simulations of ground motion during one of the most devastating earthquakes in the recent Italian history, occurred on Jan 13, 1915, Marsica, Central Italy. The results provide a realistic estimate of the earthquake ground motion and fit reasonably well both the geodetic measurements of permanent ground settlement, and the observed macroseismic distribution of damage. In addition, these results provide a very useful benchmark to improve the current knowledge of near-source earthquake ground motion, including evaluation of the best distance metrics to describe the spatial variability of the peak values of ground motion, the relative importance of fault normal vs fault parallel components, the conditions under which vertical ground motion may prevail, as well as the adequacy of 1D vs 3D modelling of site amplification effects.
•A comprehensive 3D study to simulate ground motion during the 1915 Marsica earthquake.•The study of the spatial variability of near source ground motion features.•Identification of the best distance metric to study the decay of ground motion peak values.•The analysis of 3D vs 1D features of seismic site amplification.</description><identifier>ISSN: 0267-7261</identifier><identifier>EISSN: 1879-341X</identifier><identifier>DOI: 10.1016/j.soildyn.2016.09.023</identifier><language>eng</language><publisher>Barking: Elsevier Ltd</publisher><subject>3-D technology ; 3D physics-based numerical simulations ; Adequacy ; Computer simulation ; Earthquake damage ; Earthquake engineering ; Earthquakes ; Faults ; Geodetic measurements ; Geodetics ; Ground motion ; Ground-based observation ; Mathematical models ; Near-source earthquake ground motion ; Numerical analysis ; Numerical simulations ; Physics ; Seismic activity ; Seismology ; Spatial distribution ; Spatial variability ; Studies ; Three dimensional models ; Vertical motion</subject><ispartof>Soil dynamics and earthquake engineering (1984), 2016-12, Vol.91, p.39-52</ispartof><rights>2016 Elsevier Ltd</rights><rights>Copyright Elsevier BV Dec 2016</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a473t-b492b5500e9df45999df27feb92faefcc5d84e448678a47c3a0bcce435b7869e3</citedby><cites>FETCH-LOGICAL-a473t-b492b5500e9df45999df27feb92faefcc5d84e448678a47c3a0bcce435b7869e3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,27901,27902</link.rule.ids></links><search><creatorcontrib>Paolucci, R.</creatorcontrib><creatorcontrib>Evangelista, L.</creatorcontrib><creatorcontrib>Mazzieri, I.</creatorcontrib><creatorcontrib>Schiappapietra, E.</creatorcontrib><title>The 3D numerical simulation of near-source ground motion during the Marsica earthquake, central Italy, 100 years later</title><title>Soil dynamics and earthquake engineering (1984)</title><description>In this paper we show 3D physics-based numerical simulations of ground motion during one of the most devastating earthquakes in the recent Italian history, occurred on Jan 13, 1915, Marsica, Central Italy. The results provide a realistic estimate of the earthquake ground motion and fit reasonably well both the geodetic measurements of permanent ground settlement, and the observed macroseismic distribution of damage. In addition, these results provide a very useful benchmark to improve the current knowledge of near-source earthquake ground motion, including evaluation of the best distance metrics to describe the spatial variability of the peak values of ground motion, the relative importance of fault normal vs fault parallel components, the conditions under which vertical ground motion may prevail, as well as the adequacy of 1D vs 3D modelling of site amplification effects.
•A comprehensive 3D study to simulate ground motion during the 1915 Marsica earthquake.•The study of the spatial variability of near source ground motion features.•Identification of the best distance metric to study the decay of ground motion peak values.•The analysis of 3D vs 1D features of seismic site amplification.</description><subject>3-D technology</subject><subject>3D physics-based numerical simulations</subject><subject>Adequacy</subject><subject>Computer simulation</subject><subject>Earthquake damage</subject><subject>Earthquake engineering</subject><subject>Earthquakes</subject><subject>Faults</subject><subject>Geodetic measurements</subject><subject>Geodetics</subject><subject>Ground motion</subject><subject>Ground-based observation</subject><subject>Mathematical models</subject><subject>Near-source earthquake ground motion</subject><subject>Numerical analysis</subject><subject>Numerical simulations</subject><subject>Physics</subject><subject>Seismic activity</subject><subject>Seismology</subject><subject>Spatial distribution</subject><subject>Spatial variability</subject><subject>Studies</subject><subject>Three dimensional models</subject><subject>Vertical motion</subject><issn>0267-7261</issn><issn>1879-341X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2016</creationdate><recordtype>article</recordtype><recordid>eNqNkU1rFTEUhgdR8Fr9CULAjYvOeJLJ50qkaluouKngLmQyZ9pcZ5I2mSncf2_q7cqNrg7hPM8LOW_TvKXQUaDyw74rKczjIXasPjswHbD-WbOjWpm25_Tn82YHTKpWMUlfNq9K2QNQRbXcNQ_Xt0j6zyRuC-bg3UxKWLbZrSFFkiYS0eW2pC17JDc5bXEkS_qzHLcc4g1Zq__N5VJdUtn19n5zv_CUeIxrrnGXq5sPp4QCkEPdF1KzMb9uXkxuLvjmaZ40P75-uT67aK--n1-efbpqHVf92g7csEEIADTjxIUxdTA14WDY5HDyXoyaI-daKl0N3zsYvEfei0FpabA_ad4fc-9yut-wrHYJxeM8u4hpK5ZqDcCAK_EfqDBcU5C0ou_-Qvf1QrF-xFIjJDDNqayUOFI-p1IyTvYuh8Xlg6VgH4uze_tUnH0szoKxtbjqfTx6WA_zEDDb4gNGj2PI6Fc7pvCPhN9M1aR8</recordid><startdate>201612</startdate><enddate>201612</enddate><creator>Paolucci, R.</creator><creator>Evangelista, L.</creator><creator>Mazzieri, I.</creator><creator>Schiappapietra, E.</creator><general>Elsevier Ltd</general><general>Elsevier BV</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7ST</scope><scope>7TG</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>FR3</scope><scope>KL.</scope><scope>KR7</scope><scope>SOI</scope><scope>F1W</scope><scope>H96</scope><scope>L.G</scope><scope>7SM</scope></search><sort><creationdate>201612</creationdate><title>The 3D numerical simulation of near-source ground motion during the Marsica earthquake, central Italy, 100 years later</title><author>Paolucci, R. ; Evangelista, L. ; Mazzieri, I. ; Schiappapietra, E.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a473t-b492b5500e9df45999df27feb92faefcc5d84e448678a47c3a0bcce435b7869e3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2016</creationdate><topic>3-D technology</topic><topic>3D physics-based numerical simulations</topic><topic>Adequacy</topic><topic>Computer simulation</topic><topic>Earthquake damage</topic><topic>Earthquake engineering</topic><topic>Earthquakes</topic><topic>Faults</topic><topic>Geodetic measurements</topic><topic>Geodetics</topic><topic>Ground motion</topic><topic>Ground-based observation</topic><topic>Mathematical models</topic><topic>Near-source earthquake ground motion</topic><topic>Numerical analysis</topic><topic>Numerical simulations</topic><topic>Physics</topic><topic>Seismic activity</topic><topic>Seismology</topic><topic>Spatial distribution</topic><topic>Spatial variability</topic><topic>Studies</topic><topic>Three dimensional models</topic><topic>Vertical motion</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Paolucci, R.</creatorcontrib><creatorcontrib>Evangelista, L.</creatorcontrib><creatorcontrib>Mazzieri, I.</creatorcontrib><creatorcontrib>Schiappapietra, E.</creatorcontrib><collection>CrossRef</collection><collection>Environment Abstracts</collection><collection>Meteorological & Geoastrophysical Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Engineering Research Database</collection><collection>Meteorological & Geoastrophysical Abstracts - Academic</collection><collection>Civil Engineering Abstracts</collection><collection>Environment Abstracts</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Earthquake Engineering Abstracts</collection><jtitle>Soil dynamics and earthquake engineering (1984)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Paolucci, R.</au><au>Evangelista, L.</au><au>Mazzieri, I.</au><au>Schiappapietra, E.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>The 3D numerical simulation of near-source ground motion during the Marsica earthquake, central Italy, 100 years later</atitle><jtitle>Soil dynamics and earthquake engineering (1984)</jtitle><date>2016-12</date><risdate>2016</risdate><volume>91</volume><spage>39</spage><epage>52</epage><pages>39-52</pages><issn>0267-7261</issn><eissn>1879-341X</eissn><abstract>In this paper we show 3D physics-based numerical simulations of ground motion during one of the most devastating earthquakes in the recent Italian history, occurred on Jan 13, 1915, Marsica, Central Italy. The results provide a realistic estimate of the earthquake ground motion and fit reasonably well both the geodetic measurements of permanent ground settlement, and the observed macroseismic distribution of damage. In addition, these results provide a very useful benchmark to improve the current knowledge of near-source earthquake ground motion, including evaluation of the best distance metrics to describe the spatial variability of the peak values of ground motion, the relative importance of fault normal vs fault parallel components, the conditions under which vertical ground motion may prevail, as well as the adequacy of 1D vs 3D modelling of site amplification effects.
•A comprehensive 3D study to simulate ground motion during the 1915 Marsica earthquake.•The study of the spatial variability of near source ground motion features.•Identification of the best distance metric to study the decay of ground motion peak values.•The analysis of 3D vs 1D features of seismic site amplification.</abstract><cop>Barking</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.soildyn.2016.09.023</doi><tpages>14</tpages><oa>free_for_read</oa></addata></record> |
fulltext | fulltext |
identifier | ISSN: 0267-7261 |
ispartof | Soil dynamics and earthquake engineering (1984), 2016-12, Vol.91, p.39-52 |
issn | 0267-7261 1879-341X |
language | eng |
recordid | cdi_proquest_miscellaneous_1880020475 |
source | ScienceDirect Freedom Collection |
subjects | 3-D technology 3D physics-based numerical simulations Adequacy Computer simulation Earthquake damage Earthquake engineering Earthquakes Faults Geodetic measurements Geodetics Ground motion Ground-based observation Mathematical models Near-source earthquake ground motion Numerical analysis Numerical simulations Physics Seismic activity Seismology Spatial distribution Spatial variability Studies Three dimensional models Vertical motion |
title | The 3D numerical simulation of near-source ground motion during the Marsica earthquake, central Italy, 100 years later |
url | http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-23T04%3A37%3A31IST&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=The%203D%20numerical%20simulation%20of%20near-source%20ground%20motion%20during%20the%20Marsica%20earthquake,%20central%20Italy,%20100%20years%20later&rft.jtitle=Soil%20dynamics%20and%20earthquake%20engineering%20(1984)&rft.au=Paolucci,%20R.&rft.date=2016-12&rft.volume=91&rft.spage=39&rft.epage=52&rft.pages=39-52&rft.issn=0267-7261&rft.eissn=1879-341X&rft_id=info:doi/10.1016/j.soildyn.2016.09.023&rft_dat=%3Cproquest_cross%3E1956028416%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-a473t-b492b5500e9df45999df27feb92faefcc5d84e448678a47c3a0bcce435b7869e3%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=1956028416&rft_id=info:pmid/&rfr_iscdi=true |