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    Ultimate Load Capacity of Cable-Stayed Bridges 

    Source: Journal of Bridge Engineering:;1999:;Volume ( 004 ):;issue: 001
    Author(s): Ying Xi; J. S. Kuang
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an energy method of analysis for the in-plane ultimate load capacity of cable-stayed bridges. The potential energy of the whole bridge, including bridge deck, stayed cables, and pylons, and the work ...
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    Interaction-Based Design Formulas for Transfer Beams: Box Foundation Analogy 

    Source: Practice Periodical on Structural Design and Construction:;2005:;Volume ( 010 ):;issue: 002
    Author(s): J. S. Kuang; Shubin Li
    Publisher: American Society of Civil Engineers
    Abstract: The design and analysis of transfer beams that support in-plane loaded shear walls have been receiving added emphasis of late due to their importance in connection with the design of tall buildings. The current practice ...
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    Elastic Design Charts of Stiffened Coupled Structural Walls Structural Walls 

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 002
    Author(s): H. C. Chan; J. S. Kuang
    Publisher: American Society of Civil Engineers
    Abstract: Design charts are presented for the design of a stiffened coupled structural wall with a strong beam located somewhere along the building height. The analysis is based on a continuous medium approach with the deflection ...
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    Triply Coupled Vibration of Asymmetric Wall-Frame Structures 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 008
    Author(s): S. C. Ng; J. S. Kuang
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an analysis of the triply coupled vibration of asymmetric wall-frame structure in tall buildings. The governing equation of the natural vibration and its corresponding eigenvalue problem, which is a set ...
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    Proof of Tienstra's Formula by Finite-Element Method 

    Source: Journal of Surveying Engineering:;1997:;Volume ( 123 ):;issue: 001
    Author(s): W. C. Hu; J. S. Kuang
    Publisher: American Society of Civil Engineers
    Abstract: Tienstra's formula is proven with a familiar idea, namely, natural coordinates in the finite-element method are the starting points. The proof is completed by an interesting application of modern computing technology—symbolic ...
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    Proof of Tienstra's Formula for an External Observation Point 

    Source: Journal of Surveying Engineering:;1998:;Volume ( 124 ):;issue: 001
    Author(s): W. C. Hu; J. S. Kuang
    Publisher: American Society of Civil Engineers
    Abstract: As a continuation of the writers' previous work on establishment of Tienstra's formula via finite-element ideas for an internal observation point, the formula is proven for the case where the observation point lies outside ...
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    Stiffened Coupled Shear Walls 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 004
    Author(s): H. C. Chan; J. S. Kuang
    Publisher: American Society of Civil Engineers
    Abstract: An analytical method for investigating the effect of a stiffening beam on coupled shear walls is presented. Closed‐form solutions to the problem based on the continuous medium technique are obtained with the position of ...
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    Predicting Strength of Exterior Wide Beam–Column Joints for Seismic Resistance 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 002
    Author(s): Roy Y. C. Huang; J. S. Kuang
    Publisher: ASCE
    Abstract: An analytical model for predicting the strengths of exterior reinforced concrete wide beam-column joints is developed in this paper. In the proposed model, the shear strength of the joint core is derived based on the ...
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    Predicting Shear Strength of Reinforced Concrete Knee Joints in Closing and Opening Actions 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 006
    Author(s): Srinivas Mogili; J. S. Kuang; Shyh-Jiann Hwang
    Publisher: ASCE
    Abstract: The shear capacity of reinforced concrete knee joints in closing and opening actions are determined in this paper using the framework of the softened strut-and-tie model. The proposed model considers the closing and opening ...
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