State of Practice for Positive Moment Connections in Prestressed Concrete Girders Made Continuous-Reference-Cited by-同舟云学术

State of Practice for Positive Moment Connections in Prestressed Concrete Girders Made Continuous

Published:2003-09 Issue:5 Volume:8 Page:267-272
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Hastak Makarand¹,Mirmiran Amir²,Miller Richard³,Shah Ronak⁴,Castrodale Reid⁵

Affiliation:

1. Assistant Professor, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907-1294.

2. Professor, Dept. of Civil Engineering, North Carolina State Univ., Raleigh, NC.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Cincinnati, Cincinnati, OH 45221-0071.

4. Construction Manager, Pacific 17, Roswell, GA.

5. Associate and Senior Engineer, Ralph Whitehead Associates, Charlotte, NC.

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%282003%298%3A5%28267%29

Reference10 articles.

1. Abdalla O. A. Ramirez J. A. and Lee R. H. (1993). “Strand debonding in pretensioned beams precast prestressed concrete bridge girders with debonded strands: continuity issues.” Rep. No. FHWA/INDOT/JHRP-92-24 Joint Highway Research Project Indiana Department of Transportation/Purdue University West Lafayette Ind.

2. Serviceability limit state aspects of continuous bridges using precast concrete beams.;Clark L. A.;Struct. Eng.,1997

3. Design of continuous highway bridges with precast, prestressed concrete girders.;Freyermuth C. L.;J. Prestressed Concr. Inst.,1969

4. Restraint Moments in Precast/Prestressed Concrete Continuous Bridges

5. Precast-prestressed concrete bridges. III: Further tests of continuous girders.;Mattock A. H.;J. PCA Res. Devel. Lab.,1960

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