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Response of the Tarzana strong motion site during the 1994 Northridge earthquake
Abstract Exceptionally high ground motions (horizontal peak ground acceleration (PGA) of 1.82 g ) were recorded at the Tarzana Station during the main shock of the 1994 Northridge earthquake (momentExpand
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Numerical Modeling of Seismic Soil-Structure Interaction for the Cut-and-Cover Structure BART Warm Spring Extension
This paper presents the technical approach and the results of site response and seismic soil-structure interaction (SSI) analyses performed to develop free-field and SSI racking deformation that theExpand
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Seismic Soil Structure Interaction Analysis for the Transbay Transit Center in San Francisco Methodology
The Transbay Transit Center (TTC) is a 5 story transportation development in downtown San Francisco with a 50 ft deep reinforced concrete trainbox below grade and a steel superstructure .TheExpand
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Seismic Microzonation Study at the Port of Oakland
This paper presents the findings of a microzonation study conducted at the Port of Oakland in northern California. A 150-meter-wide strip of land along the entire waterfront at the Port was dividedExpand
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SHORELINE STABILITY-SEISMIC RETROFIT OF BART SFTS
This paper presents the shoreline slope stability analyses performed as part of seismic vulnerability studies for the San Francisco Transition Structure (SFTS) of the Bay Area Rapid Transit systemExpand
Credit for Other ’Racers’
Response of Concrete Island Drilling System to Ice Impact Loading
The lateral stability and load/deformation characteristics of the Concrete Island Drilling System structure under ice impact loading conditions were studied. The 300-foot-square (91.5-meter square)Expand
Liquefaction evaluation at a California substation site
A probabilistic seismic hazard analysis, in conjunction with subsurface geologic investigations, was used to evaluate the liquefaction potential of sand layers at Western Area Power Adminstration'sExpand