Creep in Precast-Concrete Sandwich Panels Made with Diagonal-Bar Shear Connectors-Reference-Cited by-同舟云学术

Creep in Precast-Concrete Sandwich Panels Made with Diagonal-Bar Shear Connectors

Published:2018-11 Issue:11 Volume:144 Page:04018102
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Hamed Ehab¹

Affiliation:

1. Senior Lecturer, Center for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2052, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001529

Reference31 articles.

1. Rate-type creep law of aging concrete based on Maxwell chain;Bažant Z. P.;Mater. Struct.,1974

2. Structural behaviour of eccentrically loaded precast sandwich panels

3. Bunn W. G. 2011. “CFRP grid/rigid foam shear transfer mechanism for precast prestressed concrete sandwich wall panels.” M.S. thesis Dept. of Civil Engineering North Carolina State Univ.

4. Flexural Behavior of Composite Precast Concrete Sandwich Panels With Continuous Truss Connectors

5. Flexural Analysis of Prestressed Concrete Sandwich Panels with Truss Connectors

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