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    Finite Element Idealization of a Cold-Formed Steel Portal Frame 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 001
    Author(s): James B. P. Lim; David A. Nethercot
    Publisher: American Society of Civil Engineers
    Abstract: A simple linear beam idealization of a cold-formed steel portal frame is presented in which beam elements are used to idealize the column and rafter members, and rotational spring elements are used to represent the rotational ...
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    Cold-Formed Steel Equal Angles with Complex Edge Stiffeners under Axial-Compression Laboratory Testing, Numerical Simulation, and Design 

    Source: Practice Periodical on Structural Design and Construction:;2022:;Volume ( 027 ):;issue: 002:;page 04022012
    Author(s): G. Aruna; Krishanu Roy; James B. P. Lim; P. Suresh Kumar
    Publisher: ASCE
    Abstract: This paper investigates the axial-compression capacity of cold-formed steel (CFS) equal angle sections with complex edge stiffeners. Both experimental and numerical analyses were carried out. In total, 10 tests were carried ...
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    Full-Scale Experimental Tests on Portal Frames Comprising Novel Cold-Formed Tapered Box Sections 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 009:;page 04022133
    Author(s): Amir Shahmohammadi; James B. P. Lim; Charles Clifton; Mohammad Hajsadeghi
    Publisher: ASCE
    Abstract: This paper proposes a novel, cold-formed portal framing system that comprises tapered box members formed from two cold-formed nested channel sections. The proposed method possesses structural and nonstructural advantages, ...
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    Axial Capacity of Back-to-Back Built-Up Aluminum Alloy Channel Section Columns 

    Source: Journal of Structural Engineering:;2021:;Volume ( 148 ):;issue: 002:;page 04021265
    Author(s): Krishanu Roy; Boshan Chen; Zhiyuan Fang; Asraf Uzzaman; James B. P. Lim
    Publisher: ASCE
    Abstract: An experimental investigation of 12 screw-fastened back-to-back built-up aluminum alloy slender columns under axial compression is presented, complemented by a numerical finite element study comprising 246 results. Using ...
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    Tests on Cold-Formed Steel Laced Stub Columns: Axial Strength and Stability Characteristics 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 010:;page 04024131-1
    Author(s): Mohammad Adil Dar; Deepak Yadav; Dipti Ranjan Sahoo; James B. P. Lim
    Publisher: American Society of Civil Engineers
    Abstract: The research on cold-formed steel (CFS) built-up columns, which has grown over the past decade, has been instrumental in developing new CFS built-up columns with transversely spaced chords, demonstrating better axial ...
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    Ameliorating Supply Chains of Prefabricated Housebuilding: An Integrated Performance Framework 

    Source: Journal of Construction Engineering and Management:;2024:;Volume ( 150 ):;issue: 006:;page 04024044-1
    Author(s): Rehan Masood; Krishanu Roy; Vicente A. Gonzalez; James B. P. Lim
    Publisher: ASCE
    Abstract: Prefabricated construction has proven sustainability and affordability through innovative solutions. Prefabricated housebuilding companies, as supply entities, play a vital role toward successful projects using prefabricated ...
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    Optimized Interaction Equations for More Efficient Design of CFS Channels under Combined Compression and Biaxial Bending 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 008:;page 04024088-1
    Author(s): Maryam Hasanali; Seyed Mohammad Mojtabaei; James B. P. Lim; G. Charles Clifton; Iman Hajirasouliha
    Publisher: American Society of Civil Engineers
    Abstract: This study aims to develop optimized interaction equations for more efficient design of cold-formed steel (CFS) lipped channel beam-columns under combined compressive load and biaxial bending, aligned with the direct ...
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    Shear Capacity of Cold-Formed Steel Channels with Edge-Stiffened Web Holes, Unstiffened Web Holes, and Plain Webs 

    Source: Journal of Structural Engineering:;2021:;Volume ( 148 ):;issue: 002:;page 04021268
    Author(s): Boshan Chen; Krishanu Roy; Zhiyuan Fang; Asraf Uzzaman; Cao Hung Pham; Gary M. Raftery; James B. P. Lim
    Publisher: ASCE
    Abstract: In this paper, a total of 254 results comprising 30 shear tests and 224 finite element (FE) analysis results are reported. Simply supported test specimens of cold-formed steel (CFS) channels with aspect ratios of 1.0 and ...
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    Design and Optimization of Cold-Formed Steel Sections in Bolted Moment Connections Considering Bimoment 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 008
    Author(s): Duoc T. Phan; Seyed Mohammad Mojtabaei; Iman Hajirasouliha; T. L. Lau; James B. P. Lim
    Publisher: ASCE
    Abstract: The load transfer mechanism in cold-formed steel (CFS) bolted moment connections is mainly through the bolt group in the web of beam elements, which may lead to relatively large bimoment and warping deformations. While the ...
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