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Australian Earthquake Engineering Society 2011 Conference, Nov 18-20, Barossa Valley, South Australia Elastic and Inelastic Response of Single- and Multi-Degree-of-Freedom Systems Considering Soil Structure Interaction E
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Document Date: 2013-11-30 07:10:48


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City

Washington / DC / Athens / Auckland / Rome / Club Hills / /

Company

MDOF AND E-SDOF SYSTEMS / Prentice-Hall / /

Country

United States / Greece / Australia / Europe / /

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Event

Natural Disaster / /

Facility

University of Western Australia / MDOF building / Stanford University / Building Seismic Safety Council / Hall WJ / /

IndustryTerm

energy dissipation mechanism / soil-structure systems / inelastic soil-structure systems / fixed-base and soil-structure systems / soil structure systems / elastic and yielding structure-foundation systems / soilstructure systems / foundation systems / ground-excited elastoplastic systems / fixed-base systems / freedom systems / multistory systems / nonlinear soil-structure systems / /

MarketIndex

case 15 / /

Organization

Federal Emergency Management Agency / Seismic Safety Council / American Society of Civil Engineers / Technology Council / Australian Earthquake Engineering Society / Structural Division / Stanford University / Behnoud Ganjavi and Hong Hao School / Department of Civil Engineering / Code Council / SOIL-SHALLOW FOUNDATION / Seismological Society of America Vol / University of Western Australia / /

ProgrammingLanguage

RC / /

ProvinceOrState

Western Australia / South Australia / California / /

Region

South Australia / Western Australia / /

SportsLeague

Stanford University / /

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