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Ultimate Load Capacity of Cable-Stayed Bridges
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 ...
Interaction-Based Design Formulas for Transfer Beams: Box Foundation Analogy
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 ...
Elastic Design Charts of Stiffened Coupled Structural Walls Structural Walls
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 ...
Triply Coupled Vibration of Asymmetric Wall-Frame Structures
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 ...
Proof of Tienstra's Formula by Finite-Element Method
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 ...
Proof of Tienstra's Formula for an External Observation Point
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 ...
Stiffened Coupled Shear Walls
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 ...
Predicting Strength of Exterior Wide Beam–Column Joints for Seismic Resistance
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 ...
Predicting Shear Strength of Reinforced Concrete Knee Joints in Closing and Opening Actions
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 ...