Search Results - "Ventura, C.E"
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COMPARATIVE STUDY OF MODAL ANALYSIS TECHNIQUES FOR BRIDGE DYNAMIC CHARACTERISTICS
Published in Mechanical systems and signal processing (01-09-2003)“…The purpose of this paper is to present the results of a comparative study of various techniques for evaluating bridge dynamic properties from experimental…”
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Dynamic characteristics of a base isolated building from ambient vibration measurements and low level earthquake shaking
Published in Soil dynamics and earthquake engineering (1984) (01-06-2003)“…Ambient vibration tests were conducted on a base-isolated apartment building in Takamatsu, Japan, to determine the mode shapes and the associated natural…”
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Seismic fragility analysis of jacket type offshore platforms considering soil-pile-structure interaction
Published in Engineering structures (01-11-2018)“…•An existing fixed platform in the Persian Gulf is simulated in OPENSEES software.•An analytical approach is presented to construct seismic fragility…”
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Probabilistic seismic analysis of offshore platforms incorporating uncertainty in soil–pile–structure interactions
Published in Journal of constructional steel research (01-10-2014)“…In this paper a novel methodology is presented to incorporate uncertainties associated with seismic loads, characterization of structural model parameters, and…”
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1-D and 2-D analyses of weak motion data in Fraser Delta from 1966 Duvall earthquake
Published in Soil dynamics and earthquake engineering (1984) (01-06-2003)“…The 1996 Duvall earthquake in Washington State triggered ground motion stations in the Fraser Delta, British Columbia, located on varying depths of Holocene…”
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MEASURED AND CALCULATED MODAL CHARACTERISTICS OF HERITAGE COURT TOWER IN VANCOUVER, B.C
Published in Experimental techniques (Westport, Conn.) (01-03-2000)Get full text
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Dynamic Analysis of Thirteen-Story Building
Published in Journal of structural engineering (New York, N.Y.) (01-12-1991)“…The results from dynamic analyses by computer of an existing 13-story steel moment resisting frame building are presented. The computed dynamic properties and…”
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