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Articles by M. Shahria
Effect of Influential Parameters on Lateral Cyclic Response of Posttensioned Base Rocking Steel Bridge Piers
Data Availability Statement Some or all the data presented in this study can be made available by the corresponding author upon reasonable request.
Investigating Deterioration Mechanisms of Outdoor Concrete Staircases Constructed at the Okanagan Campus of UBC
Get full access to this article View all available purchase options and get full access to this article. Data Availability Statement Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request. Acknowledgments The financial contribution of the University of British Columbia’s Okanagan campus through Campus as a Living Lab (CLL) is gratefully acknowledged.
Seismic Performance of Circular Concrete Bridge Columns Reinforced with ASTM A955 Stainless Steel Rebars
This website uses cookies to ensure you get the best experience on our website. Learn more Get full access to this article View all available purchase options and get full access to this article. Data Availability Statement Some or all experimental data and models that support the findings of this study are available from the corresponding author upon reasonable request.
Probabilistic Postearthquake Vertical Load-Carrying Capacity Loss Model and Rapid Functionality Assessment for Reinforced Concrete Circular Bridge Columns | Journal of Structural Engineering | Vol 150, No 7
Get full access to this article View all available purchase options and get full access to this article. Data Availability Statement Some or all data, models, or code that support the findings of this study (including the finite-element model and the numerical data) are available from the corresponding author upon reasonable request.
Quantifying the Errors of Dynamic Displacement Testing: An Alternative Method for Seismic Simulation Testing of Columns
Data Availability Statement All the data presented in this study can be made available by the corresponding author upon reasonable request. Acknowledgments The financial contribution of the Natural Sciences and Engineering Research Council (NSERC) of Canada through the Discovery Grant was critical for conducting this research and has been gratefully acknowledged. References Al-Subaihawi, S., J. M. Ricles, and S. E. Quiel. 2022.
Performance-Based Seismic Assessment and Design of Long-Span Concrete Deck Arch Bridges
Data Availability Statement All data, models, or codes that support the findings of this study are available from the corresponding author upon reasonable request. Acknowledgments The financial contribution of Spannovation Consulting through the Mitacs Accelerate program was critical to conduct this research and is gratefully acknowledged. References Álvarez, J. J., A. C. Aparicio, J. M. Jara, and M. Jara. 2012.
Cyclic Loading Test and Numerical Modeling on Prefabricated UHPC Tube–Confined Rectangular Bridge Piers with Different Base Connections | Journal of Structural Engineering | Vol 149, No 10
Information & Authors Information Published In Journal of Structural Engineering Volume 149 • Issue 10 • October 2023 Copyright © 2023 American Society of Civil Engineers. History Received: Jul 19, 2022 Accepted: May 10, 2023 Published online: Aug 3, 2023 Published in print: Oct 1, 2023 Discussion open until: Jan 3, 2024 Permissions Request permissions for this article.
Indigenous Architectural Practices for Resource Efficiency in Residential Buildings: A Critical Review
Abstract The building sector is material-intensive and is responsible for consuming large quantities of local and international resources. In extreme climates, the consumption of these resources increases manifold to ensure comfortable indoors. Contemporary buildings have predominantly used energy efficiency as the main criterion to define sustainability, which has led to the consumption of more abiotic materials.
Accuracy of Buckling Strength Curves Using Direct Strength Method in Estimating Axial Strengths of Cold-Formed Steel Members under Compression: Critical Review | Journal of Structural Engineering | Vol 149, No 3
Abstract Current design specifications for cold-formed steel incorporate the Direct Strength Method (DSM) to design cold-formed steel members under compression. Although the DSM has been used for quite some time, its buckling strength curves have not been experimentally assessed thoroughly. This study attempts to fulfill this objective. First, a thorough literature review was conducted to inspect the buckling strength curves in the DSM, and the issues are summarized in this paper.
Finite-Element Simulation of the Lateral Response of Posttensioned Base Rocking Steel Bridge Piers
Abstract This paper presents the results of a finite-element (FE) study on posttensioned (PT) rocking steel bridge piers, each composed of a circular tubular column, welded end plates, PT strands, and axially yielding steel energy dissipators (EDs), and corresponding chairs. The pier is configured so that it rocks at its base. Previously conducted experiments on five scaled rocking steel columns are summarized.
Simplified Predictive Expressions of Drift Limit States for Reinforced Concrete Circular Bridge Columns
Downloaded 6 times Technical Papers Abstract A critical component of performance-based design (PBD) is the quantification of damage states in terms of engineering demand parameters (EDPs). One of the most widely used EDPs to define damage states of reinforced concrete bridge columns is the drift ratio.
Experimental Investigations on the Lateral Cyclic Response of Post-Tensioned Rocking Steel Bridge Piers
Downloaded 150 times Technical Papers Abstract This paper presents the results of a series of unidirectional quasi-static cyclic tests on 1/3-scale post-tensioned rocking steel bridge column specimens designed to rock at the interface with the foundation. The objective was to examine the effects of column diameter-to-thickness ratio, base plate, and energy dissipaters and their locations on the lateral cyclic behavior of the system.
High-Strength Steel Reinforcement (ASTM A1035/A1035M Grade 690): State-of-the-Art Review
Abstract High-strength steel (HSS) and ASTM A1035 Grade 690, in particular, have been gaining popularity in the last two decades due to its considerably higher strength and corrosion resistance compared to conventional steel, i.e. ASTM A615 Grade 420. The stress-strain response of HSS is different from that of conventional Grade 420 steel because it lacks a well-defined yield point and yield plateau.
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