Enhancing the Structural Performance of Masonry Arch Bridges with Ballast Mats-Reference-Cited by-同舟云学术

Enhancing the Structural Performance of Masonry Arch Bridges with Ballast Mats

Published:2017-10 Issue:5 Volume:31 Page:04017089
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Mohammadzadeh Saeed¹,Miri Amin²,Nouri Mehrdad³

Affiliation:

1. Associate Professor, School of Railway Engineering, Iran Univ. of Science and Technology, Narmak, 1684613114 Tehran, Iran.

2. Engineer, School of Civil Engineering, Sharif Univ. of Technology, Azadi St., 1684613114 Tehran, Iran (corresponding author).

3. Ph.D. Candidate, School of Railway Engineering, Iran Univ. of Science and Technology, Narmak, 1684613114 Tehran, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001080

Reference40 articles.

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3. Assessment of load carrying capacity enhancement of an open spandrel masonry arch bridge by dynamic load testing;Ataei S.;Int. J. Arch. Heritage,2017

4. Safety assessment of a railway stone arch bridge by dynamic load testing and numerical modeling;Ataei S.;Gradevinar,2017

5. Dynamic load testing of a railway masonry arch bridge, a case study of Babak bridge;Ataei S.;Sci. Iranica,2016

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