Effects of hanging wall and footwall on demand of structural input energy during the 2008 Wenchuan earthquake
Systematic differences in the duration and frequency content of ground motions from the hanging wall and footwall during the 2008 Wenchuan earthquake are investigated,focusing on the influence of these differences on structural input energy based on the elastic and inelastic energy responses of stru...
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| Veröffentlicht in: | Earthquake Engineering and Engineering Vibration 2013-03, Vol.12 (1), p.1-12 |
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| creator | Lu, Shunan Li, Shuang Zhai, Changhai Xie, Lili |
| description | Systematic differences in the duration and frequency content of ground motions from the hanging wall and footwall during the 2008 Wenchuan earthquake are investigated,focusing on the influence of these differences on structural input energy based on the elastic and inelastic energy responses of structures.A comparison of the input energy spectra between the hanging wall and the footwall reveal that the structural input energy on the hanging wall is not amplified due to the short duration and low peak ground velocity to acceleration ratio（V/A）.However,the larger demand of structural input energy on the footwall in the range of medium and long periods is observed and the demand increases up to 50% relative to the average level of structural input energy for rupture distances larger than 30 km.The importance of considering the footwall effect on structural input energy when comparing ground motions in the range of medium and long periods is recognized. |
| doi_str_mv | 10.1007/s11803-012-0146-9 |
| format | Article |
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Vib</addtitle><addtitle>Earthquake Engineering and Engineering Vibration</addtitle><description>Systematic differences in the duration and frequency content of ground motions from the hanging wall and footwall during the 2008 Wenchuan earthquake are investigated,focusing on the influence of these differences on structural input energy based on the elastic and inelastic energy responses of structures.A comparison of the input energy spectra between the hanging wall and the footwall reveal that the structural input energy on the hanging wall is not amplified due to the short duration and low peak ground velocity to acceleration ratio（V/A）.However,the larger demand of structural input energy on the footwall in the range of medium and long periods is observed and the demand increases up to 50% relative to the average level of structural input energy for rupture distances larger than 30 km.The importance of considering the footwall effect on structural input energy when comparing ground motions in the range of medium and long periods is recognized.</description><subject>Civil Engineering</subject><subject>Control</subject><subject>Demand</subject><subject>Dynamical Systems</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Earthquake engineering</subject><subject>Earthquakes</subject><subject>Energy</subject><subject>Focusing</subject><subject>Footwalls</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Ground motion</subject><subject>Grounds</subject><subject>Hanging walls</subject><subject>Marketing</subject><subject>Seismic activity</subject><subject>Seismic engineering</subject><subject>Seismic phenomena</subject><subject>Structural engineering</subject><subject>Vibration</subject><subject>下盘</subject><subject>地震地面运动</subject><subject>峰值速度</subject><subject>弹性结构</subject><subject>持续时间</subject><subject>汶川</subject><subject>系统盘</subject><subject>输入能量谱</subject><issn>1671-3664</issn><issn>1993-503X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2013</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNp9kU1v1DAQhiMEEu3CD-DmqpdeAmM7GSdHVLWAVIkLCG6W44_Ntll71x9C_fc4bIVQDxwse6znnXk1b9O8o_CeAogPidIBeAuU1dNhO75ozug48rYH_vNlfaOgLUfsXjfnKd0DYMc4njX7G-eszokER2bltzu_Jb_UshDlDXEh5D9F8MTY_fpVsZRj0blEtZCdP5RMrLdx-0hMias6z5YwgIH8sF7PRXliVczzsagH-6Z55dSS7Nune9N8v735dv25vfv66cv1x7tWc9HnduId4GiYwcnpyRgA56ZqXoEVQmvBKKLuAemEAh1zyE0nrBgoMxO13cA3zdWp7yGGY7Epy_0uabssyttQkqQce8pwZKyil8_Q-1Cir-4qRftRwAC0UvRE6RhSitbJQ9ztVXyUFOQagDwFIGsAcg1AjlXDTpp0WBdj4z-d_yO6eBo0B789Vt3fSV21zHoc-W9wc5Nj</recordid><startdate>20130301</startdate><enddate>20130301</enddate><creator>Lu, Shunan</creator><creator>Li, Shuang</creator><creator>Zhai, Changhai</creator><creator>Xie, Lili</creator><general>Institute of Engineering Mechanics, China Earthquake Administration</general><general>Springer Nature B.V</general><scope>2RA</scope><scope>92L</scope><scope>CQIGP</scope><scope>W94</scope><scope>~WA</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7ST</scope><scope>7TG</scope><scope>7TN</scope><scope>7XB</scope><scope>88I</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>8FK</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>FR3</scope><scope>GNUQQ</scope><scope>H96</scope><scope>HCIFZ</scope><scope>KL.</scope><scope>KR7</scope><scope>L.G</scope><scope>L6V</scope><scope>M2P</scope><scope>M7S</scope><scope>PATMY</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>PYCSY</scope><scope>Q9U</scope><scope>SOI</scope><scope>7SM</scope><scope>7SU</scope></search><sort><creationdate>20130301</creationdate><title>Effects of hanging wall and footwall on demand of structural input energy during the 2008 Wenchuan earthquake</title><author>Lu, Shunan ; 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Eng. Eng. Vib</stitle><addtitle>Earthquake Engineering and Engineering Vibration</addtitle><date>2013-03-01</date><risdate>2013</risdate><volume>12</volume><issue>1</issue><spage>1</spage><epage>12</epage><pages>1-12</pages><issn>1671-3664</issn><eissn>1993-503X</eissn><abstract>Systematic differences in the duration and frequency content of ground motions from the hanging wall and footwall during the 2008 Wenchuan earthquake are investigated,focusing on the influence of these differences on structural input energy based on the elastic and inelastic energy responses of structures.A comparison of the input energy spectra between the hanging wall and the footwall reveal that the structural input energy on the hanging wall is not amplified due to the short duration and low peak ground velocity to acceleration ratio（V/A）.However,the larger demand of structural input energy on the footwall in the range of medium and long periods is observed and the demand increases up to 50% relative to the average level of structural input energy for rupture distances larger than 30 km.The importance of considering the footwall effect on structural input energy when comparing ground motions in the range of medium and long periods is recognized.</abstract><cop>Heidelberg</cop><pub>Institute of Engineering Mechanics, China Earthquake Administration</pub><doi>10.1007/s11803-012-0146-9</doi><tpages>12</tpages></addata></record> |
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| identifier | ISSN: 1671-3664 |
| ispartof | Earthquake Engineering and Engineering Vibration, 2013-03, Vol.12 (1), p.1-12 |
| issn | 1671-3664 1993-503X |
| language | eng |
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| source | Alma/SFX Local Collection; SpringerLink Journals - AutoHoldings |
| subjects | Civil Engineering Control Demand Dynamical Systems Earth and Environmental Science Earth Sciences Earthquake engineering Earthquakes Energy Focusing Footwalls Geotechnical Engineering & Applied Earth Sciences Ground motion Grounds Hanging walls Marketing Seismic activity Seismic engineering Seismic phenomena Structural engineering Vibration 下盘 地震地面运动 峰值速度 弹性结构 持续时间 汶川 系统盘 输入能量谱 |
| title | Effects of hanging wall and footwall on demand of structural input energy during the 2008 Wenchuan earthquake |
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