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    Reliability Analysis of Steel SMRF and SCBF Structures Considering the Vertical Component of Near-Fault Ground Motions 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 007
    Author(s): Jawad Fayaz; Farzin Zareian
    Publisher: American Society of Civil Engineers
    Abstract: This paper assesses the effects of the vertical component of ground motions on steel structures and evaluates the current seismic design provisions of ASCE 7 on the basis of a structural reliability outlook. Eight special ...
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    Preliminary Design of Moment-Resisting Frame Buildings for Tolerable Financial Loss 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 007
    Author(s): Omid Esmaili; Farzin Zareian
    Publisher: American Society of Civil Engineers
    Abstract: This paper aims to transfer the current performance-based seismic assessment (PBSA) methodology to engineering practice by providing a preliminary design procedure denoted herein as the preliminary performance-based seismic ...
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    Structural System Parameter Selection Based on Collapse Potential of Buildings in Earthquakes 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 008
    Author(s): Farzin Zareian; Helmut Krawinkler
    Publisher: American Society of Civil Engineers
    Abstract: This paper attempts to provide insight into the sensitivity of the collapse capacity of moment-resisting frame and shear wall structures to variation in basic structural parameters, and the choice of an appropriate ground ...
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    Utilization of Site-Based Simulated Ground Motions for Hazard-Targeted Seismic Demand Estimation: Application for Ordinary Bridges in Southern California 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 011
    Author(s): Jawad Fayaz; Mayssa Dabaghi; Farzin Zareian
    Publisher: ASCE
    Abstract: Current seismic design procedures such as Caltrans Seismic Design Criteria (2013, 2019) are continuously evolving to develop methodologies for conducting seismic analysis to achieve more accurate estimations of the demands ...
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    Validation of Simulated Earthquake Ground Motions for Displacement Response of Building and Bridge Structures Based on Intensity and Frequency Content Parameters 

    Source: Journal of Structural Engineering:;2021:;Volume ( 148 ):;issue: 001:;page 04021240
    Author(s): Huda Munjy; Rachelle Habchi; Farzin Zareian
    Publisher: ASCE
    Abstract: This paper introduces a statistical methodology, titled vector-based intensity-measure method (VBIM), to validate simulated ground motions for the estimation of structural response parameters and demonstrate its application ...
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    Rotational Stiffness of Deeply Embedded Column–Base Connections 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 008
    Author(s): Pablo Torres Rodas; Farzin Zareian; Amit Kanvinde
    Publisher: American Society of Civil Engineers
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    Hysteretic Model for Exposed Column–Base Connections 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 012
    Author(s): Pablo Torres Rodas; Farzin Zareian; Amit Kanvinde
    Publisher: American Society of Civil Engineers
    Abstract: A hysteretic model formulation is presented for simulation of the cyclic moment-rotation response of exposed column–base (ECB) connections, which are typically used to connect a steel column to a concrete footing in steel ...
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    Multiphase Performance Assessment of Structural Response to Seismic Excitations 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 011
    Author(s): Farzin Zareian; Peyman Kaviani; Ertugrul Taciroglu
    Publisher: American Society of Civil Engineers
    Abstract: An alternative approach to the traditional method for performance assessment of structural systems is proposed. Denoted herein as the M-PARS method, this new approach is capable of tackling clusters of structural behavior ...
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    Probabilistic Approach to Account for Soil-Structure Interaction in Seismic Design of Building Structures 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 009
    Author(s): Shaghayegh Vaseghiamiri; Mojtaba Mahsuli; Mohammad Ali Ghannad; Farzin Zareian
    Publisher: ASCE
    Abstract: This paper proposes a novel probabilistic approach to account for soil-structure interaction (SSI) in the seismic design of building structures. In this approach, an SSI response modification factor, RSSI, is introduced ...
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    Metamodeling Framework for Multivariate Probabilistic Prediction of Story-Drift Profile of Multistory Buildings 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 003:;page 04024009-1
    Author(s): Shaghayegh Vaseghiamiri; Mojtaba Mahsuli; Mohammad Ali Ghannad; Farzin Zareian
    Publisher: ASCE
    Abstract: This paper proposes a probabilistic metamodeling framework for predicting the joint probability distribution of the interstory drift ratio (IDR) profile of multistory buildings. IDR is an engineering demand parameter that ...
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