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    Rational Robustness Design of Multistory Building Structures 

    Source: Journal of Structural Engineering:;2021:;Volume ( 148 ):;issue: 003:;page 04021279
    Author(s): Bassam A. Izzuddin
    Publisher: ASCE
    Abstract: This paper presents concepts and methods developed over the past two decades for the rational and practical robustness design of multistory building structures. The consideration of sudden column loss as an event-independent ...
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    Mixed-Dimensional Coupling for Parallel Partitioned Nonlinear Finite-Element Analysis 

    Source: Journal of Computing in Civil Engineering:;2017:;Volume ( 031 ):;issue: 003
    Author(s): Bassam A. Izzuddin; Gul A. Jokhio
    Publisher: American Society of Civil Engineers
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    Mesoscale Modeling of a Masonry Building Subjected to Earthquake Loading 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 001:;page 04020294
    Author(s): Corrado Chisari; Lorenzo Macorini; Bassam A. Izzuddin
    Publisher: ASCE
    Abstract: Masonry structures constitute an important part of the built environment and architectural heritage in seismic areas. A large number of these old structures showed inadequate performance and suffered substantial damage ...
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    Large-Displacement Analysis of Planar RC Structures 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 004
    Author(s): Amel Siyam; Bassam A. Izzuddin; David Lloyd Smith
    Publisher: American Society of Civil Engineers
    Abstract: This paper proposes a new planar reinforced concrete (RC) formulation capable of modeling geometric and material nonlinearity. A new co-rotational sub-parametric formulation consisting of a four-noded element with quadratic ...
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    Analytical Stress–Strain Model for High-Strength Concrete Members under Cyclic Loading 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 004
    Author(s): Dimitrios K. Konstantinidis; Andreas J. Kappos; Bassam A. Izzuddin
    Publisher: American Society of Civil Engineers
    Abstract: A new proposal for describing the hysteretic stress–strain behavior of high-strength concrete (HSC) under reversed cyclic loading is presented. The envelope curve is derived from the results of uniaxial, monotonic, compression ...
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    Pushdown Tests on Masonry Infilled Frames for Assessment of Building Robustness 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Francisco B. Xavier; Lorenzo Macorini; Bassam A. Izzuddin; Corrado Chisari; Natalino Gattesco; Salvatore Noe; Claudio Amadio
    Publisher: American Society of Civil Engineers
    Abstract: The research presented in this paper addresses the influence of nonstructural masonry infill on the resistance of multistory buildings to progressive collapse under sudden column loss scenarios. In particular, the structural ...
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