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    Bayesian Belief Network to Assess Carbonation-Induced Corrosion in Reinforced Concrete 

    Source: Journal of Materials in Civil Engineering:;2008:;Volume ( 020 ):;issue: 011
    Author(s): S. Tesfamariam; B. Martín-Pérez
    Publisher: American Society of Civil Engineers
    Abstract: Corrosion of reinforcing steel is a major cause of deterioration of reinforced concrete structures. Two primary causes leading to corrosion of reinforcing steel are, respectively, carbonation and chloride contamination of ...
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    Mechanics of Concrete Participation in Cyclic Shear Resistance of RC 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 006
    Author(s): B. Martín-Pérez; S. J. Pantazopoulou
    Publisher: American Society of Civil Engineers
    Abstract: In conventional design of shear-dominated reinforced concrete elements shear resistance is assumed to comprise reinforcement and concrete contributions. Because the design code assumes these contributions to be uncoupled ...
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    Closure to “Mechanics of Concrete Participation in Cyclic Shear Resistance of RC” by B. Martín‐Peréz and S. J. Pantazopoulou 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 005
    Author(s): B. Martín‐Peréz; S. J. Pantazopoulou
    Publisher: American Society of Civil Engineers
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    Quantification of Uplift Resistance of Adhesive-Applied Low-Slope Roof Configurations Subjected to Tensile Loading Test Protocol 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 006
    Author(s): A. Baskaran; J. Current; B. Martín-Pérez; H. Tanaka
    Publisher: American Society of Civil Engineers
    Abstract: The Adhesive-Applied Roofing System (AARS) is a new generation of built-up roofs gaining popularity in North American low-slope application. AARS uses no fasteners, and all components (e.g., steel deck, vapor barrier, ...
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    Finite Element Assessment of the ASR-Affected Paulo Afonso IV Dam 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 004
    Author(s): R. V. Gorga; L. F. M. Sanchez; B. Martín-Pérez; P. L. Fecteau; A. J. C. T. Cavalcanti; P. N. Silva
    Publisher: ASCE
    Abstract: Various numerical models have been developed to appraise alkali-silica reaction (ASR) induced expansion and to predict its potential to generate further damage. A previous work proposed a finite element approach that does ...
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