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Analysis method for the design of reinforced concrete bridge barrier and cantilever deck under railing loads as specified in CAN/CSA-S6-00 (Canadian highway bridge design code)

Joe Wong
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The article was published on 2005-01-01 and is currently open access. It has received 206 citations till now. The article focuses on the topics: Deck.

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Vibration serviceability of footbridges under human-induced excitation : a literature review

TL;DR: In this paper, the authors present a comprehensive review of the literature on footbridges' vibration serviceability, focusing on three key issues: vibration source, path, and receiver.
Journal ArticleDOI

A Review on Structural Behavior, Design, and Application of Ultra-High-Performance Fiber-Reinforced Concrete

TL;DR: In this article, the behavior of various UHPFRC structures under different loading conditions, such as flexure, shear, torsion, and high-rate loads (impacts and blasts), were synthetically reviewed.
Journal ArticleDOI

Probability-based prediction of multi-mode vibration response to walking excitation

TL;DR: In this article, a probabilistic approach to carry out a vibration serviceability check is developed to account for inter-and intra-subject variabilities in the walking force that are now well documented in the literature.
Journal ArticleDOI

Prediction of Long-Term Performance and Durability of BFRP Bars under the Combined Effect of Sustained Load and Corrosive Solutions

TL;DR: In this article, the residual tensile strength of basalt-fiber reinforced polymer (BFRP) bars exposed to four types of simulated harsh environments: alkaline solution, salt solution, acid solution, and de-ionized water at 25, 40, and 55°C.
Journal ArticleDOI

Flexural Behavior of Concrete Beams Reinforced with Hybrid (GFRP and Steel) Bars

TL;DR: In this paper, the authors investigated the load-deflection behavior of concrete beams reinforced with hybrid GFRP and steel bars, including two control beams with only steel or with only glass fiber-reinforced polymer (GFRP) bars.
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