Statistical Modeling of Coupled Shear-Moment Resistance for RC Bridge Girders-Reference-Cited by-同舟云学术

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Statistical Modeling of Coupled Shear-Moment Resistance for RC Bridge Girders

Published:2008-07 Issue:4 Volume:13 Page:351-361
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Turan O. Tugrul¹²³,Higgins Christopher¹²³,Rosowsky David V.¹²³

Affiliation:

1. Graduate Research Assistant, Dept. of Civil Engineering, Oregon State Univ., Corvallis, OR 97331 (corresponding author).

2. Associate Professor, Dept. of Civil Engineering, Oregon State Univ., Corvallis, OR 97331.

3. Professor and Head, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282008%2913%3A4%28351%29

Reference27 articles.

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1. Reliability design for bearing capacity of steel plate strengthened RC beams based on the improved design value method;Structural Concrete;2024-07-21

2. Reliability-based design of FRP shear strengthened reinforced concrete Beams: Guidelines assessment and calibration;Composite Structures;2023-11

3. Reliability assessment of existing concrete bridges under the passage of heavy trucks considering bending–shear interaction;Structure and Infrastructure Engineering;2022-01-17

4. Shear capacity distribution of reinforced concrete beams: An information theoretic entropy approach;Advances in Structural Engineering;2021-07-06

5. Full-scale experimental and numerical investigation on the ductility, plastic redistribution, and redundancy of deteriorated concrete bridges;Engineering Structures;2021-05

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