Loading…
Experimental Study on Seismic Dynamic Characteristics of Shallow-Bias Tunnel with a Small Space
In order to obtain the seismic dynamic characteristics of a shallow-bias tunnel with a small space, a series of large-scale shaking table model tests were carried out. The key technology of the test is introduced in detail, for example, similar ratios of model, test equipment, testing model box, tes...
Saved in:
Published in: | Shock and vibration 2018-01, Vol.2018 (2018), p.1-9 |
---|---|
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-c426t-18c452f1ef2b65ce37b39aa8e3517dc2895782153139ae204f3497f077e3a7e03 |
---|---|
cites | cdi_FETCH-LOGICAL-c426t-18c452f1ef2b65ce37b39aa8e3517dc2895782153139ae204f3497f077e3a7e03 |
container_end_page | 9 |
container_issue | 2018 |
container_start_page | 1 |
container_title | Shock and vibration |
container_volume | 2018 |
creator | Hui, Yang Niu, Jiayong Xueliang, Jiang Wang, Feifei |
description | In order to obtain the seismic dynamic characteristics of a shallow-bias tunnel with a small space, a series of large-scale shaking table model tests were carried out. The key technology of the test is introduced in detail, for example, similar ratios of model, test equipment, testing model box, testing model, sensor arrangement, seismic waves, and testing system. The results show that the first predominant frequency is similar between measuring points. However, the second predominant frequency is highly different between measuring points. The first and second predominant frequencies gradually decrease with the increasing of input PGA. The rock stratum can shield seismic wave in the high frequency band. The research results provide reference for similar tunnels. |
doi_str_mv | 10.1155/2018/6412841 |
format | article |
fullrecord | <record><control><sourceid>proquest_doaj_</sourceid><recordid>TN_cdi_doaj_primary_oai_doaj_org_article_9de4a837529d44abbbecb78cb57cc20c</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><doaj_id>oai_doaj_org_article_9de4a837529d44abbbecb78cb57cc20c</doaj_id><sourcerecordid>2066321162</sourcerecordid><originalsourceid>FETCH-LOGICAL-c426t-18c452f1ef2b65ce37b39aa8e3517dc2895782153139ae204f3497f077e3a7e03</originalsourceid><addsrcrecordid>eNqFkctv1DAQxiMEEqVw44wscYS0fts5wvYpVeKQcrYmzoT1Khsvdlbb_e_xNhUcOc1o5qdvHl9VfWT0gjGlLjll9lJLxq1kr6ozZo2qG07F65JTQ-tGc_62epfzhlKqhJZnlbt-2mEKW5xmGEk77_sjiRNpMeRt8OTqOMEprtaQwM-FzHPwmcSBtGsYx3iovwfI5HE_TTiSQ5jXBEi7LS3S7sDj--rNAGPGDy_xvPp5c_24uqsfftzer7491F5yPdfMeqn4wHDgnVYehelEA2BRKGZ6z22jjOVMCVbKyKkchGzMQI1BAQapOK_uF90-wsbtykWQji5CcM-FmH45SGX1EV3TowQrjOJNLyV0XYe-M9Z3ynjPqS9anxetXYq_95hnt4n7NJX1HadaC86Y5oX6ulA-xZwTDn-nMupOdriTHe7FjoJ_WfB1mHo4hP_RnxYaC4MD_KNPTzBa_AFVeJKd</addsrcrecordid><sourcetype>Open Website</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2066321162</pqid></control><display><type>article</type><title>Experimental Study on Seismic Dynamic Characteristics of Shallow-Bias Tunnel with a Small Space</title><source>Wiley_OA刊</source><source>ProQuest - Publicly Available Content Database</source><creator>Hui, Yang ; Niu, Jiayong ; Xueliang, Jiang ; Wang, Feifei</creator><contributor>Caliò, Ivo ; Ivo Caliò</contributor><creatorcontrib>Hui, Yang ; Niu, Jiayong ; Xueliang, Jiang ; Wang, Feifei ; Caliò, Ivo ; Ivo Caliò</creatorcontrib><description>In order to obtain the seismic dynamic characteristics of a shallow-bias tunnel with a small space, a series of large-scale shaking table model tests were carried out. The key technology of the test is introduced in detail, for example, similar ratios of model, test equipment, testing model box, testing model, sensor arrangement, seismic waves, and testing system. The results show that the first predominant frequency is similar between measuring points. However, the second predominant frequency is highly different between measuring points. The first and second predominant frequencies gradually decrease with the increasing of input PGA. The rock stratum can shield seismic wave in the high frequency band. The research results provide reference for similar tunnels.</description><identifier>ISSN: 1070-9622</identifier><identifier>EISSN: 1875-9203</identifier><identifier>DOI: 10.1155/2018/6412841</identifier><language>eng</language><publisher>Cairo, Egypt: Hindawi Publishing Corporation</publisher><subject>Bias ; Civil engineering ; Dimensional analysis ; Dynamic characteristics ; Earthquakes ; Geological engineering ; Geology ; Laboratories ; Model testing ; Seismic engineering ; Seismic waves ; Shake table tests ; Shaking ; Shear strength ; Studies ; Test equipment</subject><ispartof>Shock and vibration, 2018-01, Vol.2018 (2018), p.1-9</ispartof><rights>Copyright © 2018 Feifei Wang et al.</rights><rights>Copyright © 2018 Feifei Wang et al. This is an open access article distributed under the Creative Commons Attribution License (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. https://creativecommons.org/licenses/by/4.0</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c426t-18c452f1ef2b65ce37b39aa8e3517dc2895782153139ae204f3497f077e3a7e03</citedby><cites>FETCH-LOGICAL-c426t-18c452f1ef2b65ce37b39aa8e3517dc2895782153139ae204f3497f077e3a7e03</cites><orcidid>0000-0002-7422-2779 ; 0000-0003-4429-463X ; 0000-0002-6133-0025 ; 0000-0001-5666-0954</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.proquest.com/docview/2066321162/fulltextPDF?pq-origsite=primo$$EPDF$$P50$$Gproquest$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://www.proquest.com/docview/2066321162?pq-origsite=primo$$EHTML$$P50$$Gproquest$$Hfree_for_read</linktohtml><link.rule.ids>314,780,784,25751,27922,27923,37010,44588,74896</link.rule.ids></links><search><contributor>Caliò, Ivo</contributor><contributor>Ivo Caliò</contributor><creatorcontrib>Hui, Yang</creatorcontrib><creatorcontrib>Niu, Jiayong</creatorcontrib><creatorcontrib>Xueliang, Jiang</creatorcontrib><creatorcontrib>Wang, Feifei</creatorcontrib><title>Experimental Study on Seismic Dynamic Characteristics of Shallow-Bias Tunnel with a Small Space</title><title>Shock and vibration</title><description>In order to obtain the seismic dynamic characteristics of a shallow-bias tunnel with a small space, a series of large-scale shaking table model tests were carried out. The key technology of the test is introduced in detail, for example, similar ratios of model, test equipment, testing model box, testing model, sensor arrangement, seismic waves, and testing system. The results show that the first predominant frequency is similar between measuring points. However, the second predominant frequency is highly different between measuring points. The first and second predominant frequencies gradually decrease with the increasing of input PGA. The rock stratum can shield seismic wave in the high frequency band. The research results provide reference for similar tunnels.</description><subject>Bias</subject><subject>Civil engineering</subject><subject>Dimensional analysis</subject><subject>Dynamic characteristics</subject><subject>Earthquakes</subject><subject>Geological engineering</subject><subject>Geology</subject><subject>Laboratories</subject><subject>Model testing</subject><subject>Seismic engineering</subject><subject>Seismic waves</subject><subject>Shake table tests</subject><subject>Shaking</subject><subject>Shear strength</subject><subject>Studies</subject><subject>Test equipment</subject><issn>1070-9622</issn><issn>1875-9203</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2018</creationdate><recordtype>article</recordtype><sourceid>PIMPY</sourceid><sourceid>DOA</sourceid><recordid>eNqFkctv1DAQxiMEEqVw44wscYS0fts5wvYpVeKQcrYmzoT1Khsvdlbb_e_xNhUcOc1o5qdvHl9VfWT0gjGlLjll9lJLxq1kr6ozZo2qG07F65JTQ-tGc_62epfzhlKqhJZnlbt-2mEKW5xmGEk77_sjiRNpMeRt8OTqOMEprtaQwM-FzHPwmcSBtGsYx3iovwfI5HE_TTiSQ5jXBEi7LS3S7sDj--rNAGPGDy_xvPp5c_24uqsfftzer7491F5yPdfMeqn4wHDgnVYehelEA2BRKGZ6z22jjOVMCVbKyKkchGzMQI1BAQapOK_uF90-wsbtykWQji5CcM-FmH45SGX1EV3TowQrjOJNLyV0XYe-M9Z3ynjPqS9anxetXYq_95hnt4n7NJX1HadaC86Y5oX6ulA-xZwTDn-nMupOdriTHe7FjoJ_WfB1mHo4hP_RnxYaC4MD_KNPTzBa_AFVeJKd</recordid><startdate>20180101</startdate><enddate>20180101</enddate><creator>Hui, Yang</creator><creator>Niu, Jiayong</creator><creator>Xueliang, Jiang</creator><creator>Wang, Feifei</creator><general>Hindawi Publishing Corporation</general><general>Hindawi</general><general>Hindawi Limited</general><scope>ADJCN</scope><scope>AHFXO</scope><scope>RHU</scope><scope>RHW</scope><scope>RHX</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7TB</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>FR3</scope><scope>HCIFZ</scope><scope>KR7</scope><scope>L6V</scope><scope>M7S</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope><scope>DOA</scope><orcidid>https://orcid.org/0000-0002-7422-2779</orcidid><orcidid>https://orcid.org/0000-0003-4429-463X</orcidid><orcidid>https://orcid.org/0000-0002-6133-0025</orcidid><orcidid>https://orcid.org/0000-0001-5666-0954</orcidid></search><sort><creationdate>20180101</creationdate><title>Experimental Study on Seismic Dynamic Characteristics of Shallow-Bias Tunnel with a Small Space</title><author>Hui, Yang ; Niu, Jiayong ; Xueliang, Jiang ; Wang, Feifei</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c426t-18c452f1ef2b65ce37b39aa8e3517dc2895782153139ae204f3497f077e3a7e03</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2018</creationdate><topic>Bias</topic><topic>Civil engineering</topic><topic>Dimensional analysis</topic><topic>Dynamic characteristics</topic><topic>Earthquakes</topic><topic>Geological engineering</topic><topic>Geology</topic><topic>Laboratories</topic><topic>Model testing</topic><topic>Seismic engineering</topic><topic>Seismic waves</topic><topic>Shake table tests</topic><topic>Shaking</topic><topic>Shear strength</topic><topic>Studies</topic><topic>Test equipment</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Hui, Yang</creatorcontrib><creatorcontrib>Niu, Jiayong</creatorcontrib><creatorcontrib>Xueliang, Jiang</creatorcontrib><creatorcontrib>Wang, Feifei</creatorcontrib><collection>الدوريات العلمية والإحصائية - e-Marefa Academic and Statistical Periodicals</collection><collection>معرفة - المحتوى العربي الأكاديمي المتكامل - e-Marefa Academic Complete</collection><collection>Hindawi Publishing Complete</collection><collection>Hindawi Publishing Subscription Journals</collection><collection>Hindawi Publishing Open Access Journals</collection><collection>CrossRef</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni)</collection><collection>ProQuest Central</collection><collection>ProQuest Central Essentials</collection><collection>AUTh Library subscriptions: ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central</collection><collection>Engineering Research Database</collection><collection>SciTech Premium Collection</collection><collection>Civil Engineering Abstracts</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering Database</collection><collection>ProQuest - Publicly Available Content Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>Engineering Collection</collection><collection>DOAJ Directory of Open Access Journals</collection><jtitle>Shock and vibration</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Hui, Yang</au><au>Niu, Jiayong</au><au>Xueliang, Jiang</au><au>Wang, Feifei</au><au>Caliò, Ivo</au><au>Ivo Caliò</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Experimental Study on Seismic Dynamic Characteristics of Shallow-Bias Tunnel with a Small Space</atitle><jtitle>Shock and vibration</jtitle><date>2018-01-01</date><risdate>2018</risdate><volume>2018</volume><issue>2018</issue><spage>1</spage><epage>9</epage><pages>1-9</pages><issn>1070-9622</issn><eissn>1875-9203</eissn><abstract>In order to obtain the seismic dynamic characteristics of a shallow-bias tunnel with a small space, a series of large-scale shaking table model tests were carried out. The key technology of the test is introduced in detail, for example, similar ratios of model, test equipment, testing model box, testing model, sensor arrangement, seismic waves, and testing system. The results show that the first predominant frequency is similar between measuring points. However, the second predominant frequency is highly different between measuring points. The first and second predominant frequencies gradually decrease with the increasing of input PGA. The rock stratum can shield seismic wave in the high frequency band. The research results provide reference for similar tunnels.</abstract><cop>Cairo, Egypt</cop><pub>Hindawi Publishing Corporation</pub><doi>10.1155/2018/6412841</doi><tpages>9</tpages><orcidid>https://orcid.org/0000-0002-7422-2779</orcidid><orcidid>https://orcid.org/0000-0003-4429-463X</orcidid><orcidid>https://orcid.org/0000-0002-6133-0025</orcidid><orcidid>https://orcid.org/0000-0001-5666-0954</orcidid><oa>free_for_read</oa></addata></record> |
fulltext | fulltext |
identifier | ISSN: 1070-9622 |
ispartof | Shock and vibration, 2018-01, Vol.2018 (2018), p.1-9 |
issn | 1070-9622 1875-9203 |
language | eng |
recordid | cdi_doaj_primary_oai_doaj_org_article_9de4a837529d44abbbecb78cb57cc20c |
source | Wiley_OA刊; ProQuest - Publicly Available Content Database |
subjects | Bias Civil engineering Dimensional analysis Dynamic characteristics Earthquakes Geological engineering Geology Laboratories Model testing Seismic engineering Seismic waves Shake table tests Shaking Shear strength Studies Test equipment |
title | Experimental Study on Seismic Dynamic Characteristics of Shallow-Bias Tunnel with a Small Space |
url | http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-09T09%3A49%3A51IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_doaj_&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Experimental%20Study%20on%20Seismic%20Dynamic%20Characteristics%20of%20Shallow-Bias%20Tunnel%20with%20a%20Small%20Space&rft.jtitle=Shock%20and%20vibration&rft.au=Hui,%20Yang&rft.date=2018-01-01&rft.volume=2018&rft.issue=2018&rft.spage=1&rft.epage=9&rft.pages=1-9&rft.issn=1070-9622&rft.eissn=1875-9203&rft_id=info:doi/10.1155/2018/6412841&rft_dat=%3Cproquest_doaj_%3E2066321162%3C/proquest_doaj_%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c426t-18c452f1ef2b65ce37b39aa8e3517dc2895782153139ae204f3497f077e3a7e03%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=2066321162&rft_id=info:pmid/&rfr_iscdi=true |