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    Engineering Review of ASCE 7-16 Wind-Load Provisions and Wind Effect on Tall Concrete-Frame Buildings 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 006
    Author(s): Hamidreza Alinejad; Thomas H.-K. Kang
    Publisher: ASCE
    Abstract: Wind load is one of the main concerns for engineers in the design of tall buildings. In contrast to seismic demand, the wind load spectrum has more energy at lower frequencies, which is why taller buildings that have less ...
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    Validation of Numerical Modeling Techniques for Unbonded Post-Tensioned Beams under Low Velocity Impact 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 008:;page 04022101
    Author(s): Andrew Nghiem; Thomas H.-K. Kang
    Publisher: ASCE
    Abstract: This study validates the use of available tools for nonlinear finite element dynamic analysis (NLFEDA) modeling of unbonded post-tensioned reinforced concrete (PT-RC) members under drop weight impact and is the first attempt ...
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    Experimental and Numerical Study of Fire Endurance of Bonded Posttensioned Concrete Slabs 

    Source: Journal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 012:;page 04023185-1
    Author(s): Siyoung Park; Thomas H.-K. Kang
    Publisher: ASCE
    Abstract: The vulnerability of posttensioned (PT) slabs to fire has prompted researchers to conduct tests and devise means for numerical analysis. In this study, bonded PT slabs with varying cover thicknesses were subjected to fire ...
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    Distress Evaluation and Rehabilitation of Damaged RC-Framed Coal-Storage-Yard Structure in Thermal Power Plant 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 002
    Author(s): S. Rajagopal; Thomas H.-K. Kang
    Publisher: American Society of Civil Engineers
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    Low-Cost Earthquake Solutions for Nonengineered Residential Construction in Developing Regions 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 005
    Author(s): Lisa Holliday; Thomas H.-K. Kang
    Publisher: American Society of Civil Engineers
    Abstract: Low-rise concrete and masonry structures can provide excellent seismic resistance when they are designed by an engineer, are made of quality materials, and are built by well-trained workers in conformance with building ...
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    Empirical Gas Explosion Models for Onshore Plant Structures: Review and Comparative Analysis 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 004
    Author(s): Suhyun Ree; Thomas H.-K. Kang; Hyerin Lee; Myoungsu Shin
    Publisher: ASCE
    Abstract: In the onshore and offshore chemical industries, a gas explosion is a major accident in terms of damage scale and frequency. To prevent disastrous damages, the Task Committee on Design of Blast Resistant Buildings in ...
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    Behavior of High-Strength and Ultrahigh-Performance Concrete Targets Subjected to Relatively Rigid Projectile Impact 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 010:;page 04021152-1
    Author(s): Sanghee Kim; Hyeon-Jong Hwang; Thomas H.-K. Kang
    Publisher: ASCE
    Abstract: This experimental study was conducted to evaluate the impact behavior of relatively rigid projectiles with conical and hemispherical nose shapes on normal to high-strength and ultrahigh performance concrete (UHPC). For ...
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    Performance-Based Wind Design of High-Rise Buildings Using Generated Time-History Wind Loads 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 009:;page 04021134-1
    Author(s): Seung Yong Jeong; Hamidreza Alinejad; Thomas H.-K. Kang
    Publisher: ASCE
    Abstract: Performance-based wind design (PBWD) allowing inelastic behavior under extreme wind load has only been recently considered for design of high-rise buildings. Unlike performance-based seismic design, there are few guidelines ...
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    Dry-Stack Masonry Wall Modeling Using Finite-Element Method 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 011:;page 04022176
    Author(s): Fahimeh Yavartanoo; Thomas H.-K. Kang
    Publisher: ASCE
    Abstract: Masonry has been used throughout the world and in heritage and historical structures. For this study, two-dimensional (2D) nonlinear finite-element models based on a micromodeling approach were constructed in order to model ...
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    Flexural Behavior of Composite Beams with Angle Shear Connectors 

    Source: Journal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 012:;page 04023176-1
    Author(s): Hyeongyeop Shin; Hyoung Seok Oh; Thomas H.-K. Kang
    Publisher: ASCE
    Abstract: Development of competent composite beam systems has been fostered by the steel industry for structural efficiency. Current flexural design methods were developed primarily for conventional composite systems using a wide-flange ...
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