Parapet Strength and Contribution to Live-Load Response for Superload Passages-Reference-Cited by-同舟云学术

Parapet Strength and Contribution to Live-Load Response for Superload Passages

Published:2008-01 Issue:1 Volume:13 Page:55-63
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Akinci Necip Onder¹²³,Liu Judy¹²³,Bowman Mark D.¹²³

Affiliation:

1. Formerly, Research Assistant, Purdue Univ., Civil Engineer, Bechtel Power Corporation, 5275 Westview Drive, Fredrick, MD 21703.

2. Associate Professor, School of Civil Engineering, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907-2051.

3. Professor, School of Civil Engineering, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907-2051.

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%3A1%2855%29

Reference13 articles.

1. Akinci N. O. (2006). “Investigation of superload effects on steel and prestressed concrete slab-on-Girder bridges.” Ph.D. dissertation Purdue Univ. West Lafayette Ind.

2. American Concrete Institute (ACI). (2002). Building code requirements for structural concrete (ACI 318–02) and commentary (ACI 318R-02) Committee 318 Detroit.

3. Dynamic loading and testing of bridges in Ontario

4. Influence of Parapets and Aspect Ratio on Live-Load Distribution

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