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    Discussion of “Estimating Plastic Strain and Residual Strain Capacity of Earthquake-Damaged Steel Reinforcing Bars” by G. Loporcaro, S. Pampanin, and M. V. Kral 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 002:;page 07019009-1
    Author(s): José I. Restrepo
    Publisher: ASCE
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    Service-Life Performance Case Studies of Underground Reinforced Concrete Utility Vaults 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 002:;page 04021006-1
    Author(s): Michelle C. Chen; José I. Restrepo
    Publisher: ASCE
    Abstract: Underground reinforced concrete utility vaults play a vital role for the functioning of urban centers, providing space for all kinds of utility equipment. Underground structures are subjected to harsh environmental conditions ...
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    Seismic Performance of Self-Centering Structural Walls Incorporating Energy Dissipators 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 011
    Author(s): José I. Restrepo; Amar Rahman
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents elements of seismic design for jointed precast cantilever wall units designed to rock about their foundation. Gravity loading and prestressed unbonded tendons provide the restoring force in these walls. ...
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    Displacement-Based Method of Analysis for Regular Reinforced-Concrete Wall Buildings: Application to a Full-Scale 7-Story Building Slice Tested at UC–San Diego 

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 006
    Author(s): Marios Panagiotou; José I. Restrepo
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes a displacement-based method of analysis for the performance-based seismic design of regular buildings with reinforced-concrete bearing walls acting as the lateral-force resisting system. The method ...
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    Modeling of Jointed Connections in Segmental Bridges 

    Source: Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 001
    Author(s): Marc J. Veletzos; José I. Restrepo
    Publisher: American Society of Civil Engineers
    Abstract: Precast segmental construction of bridges can accelerate construction and minimize the cost of medium span bridges in environmentally sensitive and difficult to access locations. Despite these benefits, the use of precast ...
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    RC Wall Plastic Hinge Out-of-Plane Buckling: Analysis Using the Nonlinear Beam-Truss Model 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 012
    Author(s): Rodolfo Álvarez; José I. Restrepo; Marios Panagiotou
    Publisher: ASCE
    Abstract: The beam-truss model (BTM), developed for the nonlinear cyclic analysis of reinforced concrete components including softening, is extended to compute the out-of-plane buckling observed in plastic hinges of various slender ...
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    Stiffness Modifiers to Support the Seismic Design of Reinforced Concrete Rectangular Columns 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 010:;page 04021161-1
    Author(s): José I. Restrepo; Mario E. Rodriguez
    Publisher: ASCE
    Abstract: Stiffness modifiers are used in linear structural analysis programs to recognize the low-strain amplitude nonlinear material stress–strain response and support the design of reinforced concrete structures. For example, ...
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    Plastic Buckling-Straightening Fatigue Life of Large Diameter Reinforcing Steel Bars 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 001:;page 04023197-1
    Author(s): David Duck; José I. Restrepo; Machel L. Morrison
    Publisher: ASCE
    Abstract: Large infrastructure projects can efficiently use large diameter bars as longitudinal reinforcement in reinforced concrete elements. In earthquake-prone zones, critical regions of these elements must be detailed for ductility ...
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    Seismic Design Forces for Rigid Floor Diaphragms in Precast Concrete Building Structures 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 011
    Author(s): Mario E. Rodriguez; José I. Restrepo; John J. Blandón
    Publisher: American Society of Civil Engineers
    Abstract: Floor accelerations are needed to evaluate in-plane diaphragm forces in earthquake resistant design of buildings, and for the design of their connections. Recorded floor accelerations in buildings during some past earthquakes ...
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    Seismic Behavior of Posttensioned Self-Centering Precast Concrete Dual-Shell Steel Columns 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 004
    Author(s): Gabriele Guerrini; José I. Restrepo; Milena Massari; Athanassios Vervelidis
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes an innovative bridge column technology for application in seismic regions. The proposed technology combines a precast posttensioned composite steel-concrete hollow-core column, with supplemental energy ...
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