Search Results - "Ventura, C.E"

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  1. 1

    COMPARATIVE STUDY OF MODAL ANALYSIS TECHNIQUES FOR BRIDGE DYNAMIC CHARACTERISTICS by PEETERS, B., VENTURA, C.E.

    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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    Journal Article
  2. 2

    Dynamic characteristics of a base isolated building from ambient vibration measurements and low level earthquake shaking by Ventura, C.E, Liam Finn, W.D, Lord, J.-F, Fujita, N

    “…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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  3. 3

    Seismic fragility analysis of jacket type offshore platforms considering soil-pile-structure interaction by Ajamy, A., Asgarian, B., Ventura, C.E., Zolfaghari, M.R.

    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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  4. 4

    Probabilistic seismic analysis of offshore platforms incorporating uncertainty in soil–pile–structure interactions by Ajamy, A., Zolfaghari, M.R., Asgarian, B., Ventura, C.E.

    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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  5. 5

    1-D and 2-D analyses of weak motion data in Fraser Delta from 1966 Duvall earthquake by Finn, W.D.Liam, Zhai, E, Thavaraj, T, Hao, X.-S, Ventura, C.E

    “…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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  6. 6
  7. 7

    Dynamic Analysis of Thirteen-Story Building by Maison, Bruce F, Ventura, Carlos E

    “…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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