Experimental Study on Prefabricated Concrete Bridge Girder-to-Girder Intermittent Bolted Connections System-Reference-Cited by-同舟云学术

Experimental Study on Prefabricated Concrete Bridge Girder-to-Girder Intermittent Bolted Connections System

Published:2007-09 Issue:5 Volume:12 Page:570-584
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Shah Bijal N.¹²³¹⁴,Sennah Khaled¹²³¹⁴,Kianoush M. Reza¹²³¹⁴,Tu Siyin¹²³¹⁴,Lam Clifford¹²³¹⁴

Affiliation:

1. Civil Engineering Dept., Ryerson Univ., 350 Victoria St., Toronto ON, Canada M5B 2K3; formerly, Graduate Student.

2. Associate Professor, Civil Engineering Dept., Ryerson Univ., 350 Victoria St., Toronto ON, Canada M5B 2K3 (corresponding author).

3. Professor, Civil Engineering Dept., Ryerson Univ., Toronto ON, Canada M5B 2K3.

4. Head, Bridge Research, Bridge Office, Ontario Ministry of Transportation, 301 St. Paul St., St. Catharines ON, Canada L2R 7R4.

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%282007%2912%3A5%28570%29

Reference18 articles.

1. How beam design affects prestressed concrete bridge costs;Anderson A. R.;Eng. News-Rec.,1957

2. Anderson A. R. (1972). “Systems concepts for precast prestressed concrete bridge construction.” Special Rep. No. 132 Highway Research Board Washington D.C. 9–21.

3. Stretched-out AASHTO-PCI beams, Type III and IV, for longer-span highway bridges;Anderson A. R.;J. Prestressed Concr. Inst.,1973

4. Applied Technology Council. (1981). Proc. Workshop on Design of Prefabricated Concrete Buildings for Earthquake Loads ATC-8 Applied Technology Council Berkeley Calif.

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