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    Session VIII Summary: Assessment 

    Source: Applied Mechanics Reviews:;1993:;volume( 046 ):;issue: 005:;page 262
    Author(s): C. Allin Cornell
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The working group took its objective to be the formulation of a set of research and development recommendations for assessment of aging energy systems. The material discussed in every session ...
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    Seismic Hazard Analysis of Nonlinear Structures. II: Applications 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 011
    Author(s): Paolo Bazzurro; C. Allin Cornell
    Publisher: American Society of Civil Engineers
    Abstract: In a companion paper, a methodology for the direct computation of the annual seismic risk of postelastic damage in realistic, nonlinear, multi‐degree‐of‐freedom structures was developed. This methodology makes use of the ...
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    Seismic Hazard Analysis of Nonlinear Structures. I: Methodology 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 011
    Author(s): Paolo Bazzurro; C. Allin Cornell
    Publisher: American Society of Civil Engineers
    Abstract: Conventional seismic hazard analysis methodology is generalized to estimate directly the annual seismic risk of exceeding a specified level of postelastic damage in real structures. The procedure makes use of empirical ...
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    Direct Estimation of Seismic Demand and Capacity of Multidegree-of-Freedom Systems through Incremental Dynamic Analysis of Single Degree of Freedom Approximation1 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 004
    Author(s): Dimitrios Vamvatsikos; C. Allin Cornell
    Publisher: American Society of Civil Engineers
    Abstract: Introducing a fast and accurate method to estimate the seismic demand and capacity of first-mode-dominated multidegree-of-freedom systems in regions ranging from near-elastic to global collapse. This is made possible by ...
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    Effects of Connection Fractures on SMRF Seismic Drift Demands 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 001
    Author(s): Nicolas Luco; C. Allin Cornell
    Publisher: American Society of Civil Engineers
    Abstract: A central portion of an extensive investigation into the effects of beam-column connection fractures on seismic interstory drift demands for steel moment-resisting frame (SMRF) structures is summarized. Nonlinear dynamic ...
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    Predicting the Long Term Distribution of Extreme Loads From Limited Duration Data: Comparing Full Integration and Approximate Methods 

    Source: Journal of Solar Energy Engineering:;2002:;volume( 124 ):;issue: 004:;page 378
    Author(s): LeRoy M. Fitzwater; C. Allin Cornell
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, we present a methodology for proceeding from the short-term observations of extreme loads to the long-run load distribution of these extreme events, for both flap and edge loading ...
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    Load Combinations and Clustering Effects 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 011
    Author(s): Steven R. Winterstein; C. Allin Cornell
    Publisher: American Society of Civil Engineers
    Abstract: The probability of a first‐excursion failure under individual and combined loading is estimated. First‐order results and upper bounds are constructed from the probability density and mean upcrossing rate functions of each ...
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    Energy Fluctuation Scale and Diffusion Models 

    Source: Journal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 002
    Author(s): Steven R. Winterstein; C. Allin Cornell
    Publisher: American Society of Civil Engineers
    Abstract: The energy fluctuation scale,
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    Extremes of Gaussian Processes with Bimodal Spectra 

    Source: Journal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 005
    Author(s): Gabriel R. Toro; C. Allin Cornell
    Publisher: American Society of Civil Engineers
    Abstract: An approximate solution is developed for the extreme‐value distribution of a stationary Gaussian process with a spectral density function that exhibits two well‐separated modes. Processes of this type arise in the analysis ...
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    Three Proposals for Characterizing MDOF Nonlinear Seismic Response 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 011
    Author(s): Paolo Bazzurro; C. Allin Cornell; Nilesh Shome; Jorge E. Carballo
    Publisher: American Society of Civil Engineers
    Abstract: This paper reviews, compares, and contrasts the three methodologies proposed by C. A. Cornell, by Y. K. Wen, and by FEMA 273 (as proposed by H. Krawinkler) for predicting the postelastic response of buildings subject to ...
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