Control of Creep and Shrinkage Effects in Steel Concrete Composite Bridges with Precast Decks-Reference-Cited by-同舟云学术

Control of Creep and Shrinkage Effects in Steel Concrete Composite Bridges with Precast Decks

Published:2009-09 Issue:5 Volume:14 Page:336-345
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Chaudhary Sandeep¹²³,Pendharkar Umesh¹²³,Nagpal Ashok Kumar¹²³

Affiliation:

1. Reader, Dept. of Structural Engineering, Malaviya National Institute of Technology, Jaipur-302017, India.

2. Reader, Dept. of Civil Engineering, Ujjain Engineering College, Ujjain, India.

3. Professor, Dept. of Civil Engineering, Indian Institute of Technology Delhi, Hauz Khas, New Delhi-110016, India (corresponding author).

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%282009%2914%3A5%28336%29

Reference21 articles.

1. Prediction of concrete creep effects using age adjusted effective modulus method;Bazant Z. P.;ACI J.,1972

2. Numerical Analysis of Continuous Composite Beams under Service Loading

3. Chaudhary S. (2006). “Development of a hybrid analytical-numerical procedure and neural network models for composite structures subjected to service load.” Ph.D. thesis Indian Institute of Technology Delhi New Delhi India.

4. Hybrid Procedure for Cracking and Time-Dependent Effects in Composite Frames at Service Load

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