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Integral transform / Mathematical analysis


1. INTRODUCTION Earthquake ground motion time histories at different locations on the ground surface of an engineering site inevitably vary owing to wave propagation effects. Spatially varying ground motion affects struc
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Document Date: 2013-11-30 06:05:22


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City

Yeh / San Francisco / Vancouver / /

Company

W.H. Freman and Co. / /

Country

Taiwan / Netherlands / Canada / /

Event

Natural Disaster / /

Facility

One bridge / University of California at Berkeley / /

IndustryTerm

energy dissipation / ratio accounting / /

Organization

University of California / MIT / Earthquake Eng Res Center / /

Position

Incident wave Base rock hb / HB / ha=hb / /

ProgrammingLanguage

R / /

ProvinceOrState

Western Australia / California / YT / /

Region

eastern North America / southwest Western Australia / Western Australia / Northern America / /

Technology

Geophysics / /

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