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    Coupled Macroelement Model of Soil-Structure Interaction in Deep Foundations 

    Source: Journal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 012
    Author(s): Changsoon Rha; Ertugrul Taciroglu
    Publisher: American Society of Civil Engineers
    Abstract: The principal objective of this study is the development and calibration of a macroelement model for soil-pile interaction under simultaneously applied lateral and vertical loads. Herein, we focus on cast-in-drilled-hole ...
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    Classification of Soft-Story Buildings Using Deep Learning with Density Features Extracted from 3D Point Clouds 

    Source: Journal of Computing in Civil Engineering:;2021:;Volume ( 035 ):;issue: 003:;page 04021005-1
    Author(s): Peng-Yu Chen; Zheng Yi Wu; Ertugrul Taciroglu
    Publisher: ASCE
    Abstract: Soft-story buildings are seismically vulnerable during earthquakes. The identification of such buildings is vital in seismic risk mitigation to assess the seismic resilience of a given urban region. Several studies have ...
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    Data-Driven Computational Homogenization Method Based on Euclidean Bipartite Matching 

    Source: Journal of Engineering Mechanics:;2020:;Volume ( 146 ):;issue: 002
    Author(s): Alp Karakoç; Jouni Paltakari; Ertugrul Taciroglu
    Publisher: ASCE
    Abstract: Image processing methods combined with scanning techniques—for example, microscopy or microtomography—are now frequently being used for constructing realistic microstructure models that can be used as representative volume ...
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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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    Data-Driven Approach to Predict the Plastic Hinge Length of Reinforced Concrete Columns and Its Application 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 002:;page 04020332
    Author(s): De-Cheng Feng; Barbaros Cetiner; Mohammad Reza Azadi Kakavand; Ertugrul Taciroglu
    Publisher: ASCE
    Abstract: Inelastic response of reinforced concrete columns to combined axial and flexural loading is characterized by plastic deformations localized in small regions, which are idealized as plastic hinges. Under extreme events such ...
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    Data-Driven Models for Predicting the Shear Strength of Rectangular and Circular Reinforced Concrete Columns 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 001:;page 04020301-1
    Author(s): Mohammad Reza Azadi Kakavand; Halil Sezen; Ertugrul Taciroglu
    Publisher: ASCE
    Abstract: Predicting the shear strength of structural elements subjected to gravity loads and ground motions is an important component of seismic design. Among all primary structural components, the vital role of columns in load ...
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    Bayesian Joint State-Parameter-Input Estimation of Flexible-Base Buildings from Sparse Measurements Using Timoshenko Beam Models 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 010:;page 04021151-1
    Author(s): Parisa Rostami; Mojtaba Mahsuli; S. Farid Ghahari; Ertugrul Taciroglu
    Publisher: ASCE
    Abstract: This paper presents a computationally efficient framework for the Bayesian identification of sparsely instrumented building structures that is amenable to rapid postearthquake condition assessment. Flexible-base Timoshenko ...
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    Effects of Roof Shape and Roof Pitch on Extreme Wind Fragility for Roof Sheathing 

    Source: Journal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 007:;page 04023093-1
    Author(s): Shuochuan Meng; Caroline J. Williams; Rachel A. Davidson; Ertugrul Taciroglu
    Publisher: ASCE
    Abstract: Wind fragility curves for roof sheathing were developed for single-family building models to investigate the effects of roof shape and roof pitch on the wind performance of roof sheathing. For gable roofs, it was found ...
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    Modified Method for Accurate Evaluation of Overturning Limit on Restrainer-Reinforced Single-Column Pier Bridges 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 009:;page 04024067-1
    Author(s): Weibing Peng; Zhixiang Zhu; Cuihua Li; Zenan Shen; Ertugrul Taciroglu
    Publisher: American Society of Civil Engineers
    Abstract: Single-column bridges are widely used for urban overpasses and highway bridges. Rising overturning incidents have exposed the vulnerability of this type of bridge, which is inherently susceptible to overturning collapse. ...
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    Risk-Optimal and Equitable Retrofitting Strategy Using a Siamese Graph Neural Network for Earthquake-Induced Landslide Hazards 

    Source: Journal of Computing in Civil Engineering:;2025:;Volume ( 039 ):;issue: 002:;page 04024063-1
    Author(s): Sven Malama; Debasish Jana; Sriram Narasimhan; Ertugrul Taciroglu
    Publisher: American Society of Civil Engineers
    Abstract: Landslides pose a severe threat to road networks, particularly in hilly terrains, often exacerbated by triggering events such as earthquakes. Hence, it is crucial to comprehensively evaluate their risk and optimize retrofits ...
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