Avoiding Shear Failures and Excessive Deflection of Concrete Flat Plates-Reference-Cited by-同舟云学术

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Avoiding Shear Failures and Excessive Deflection of Concrete Flat Plates

Published:2021-01 Issue:1 Volume:147 Page:04020293
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Gayed Ramez B.¹,Ghali Amin²

Affiliation:

1. Consultant Engineer and Adjunct Professor, Civil Engineering, Univ. of Calgary, 986 Tuscany Dr. NW, Calgary, AB, Canada T3L 2T4.

2. Professor Emeritus, Civil Engineering, Univ. of Calgary, 2500 University Dr. NW, Calgary, AB, Canada T2N 1N4 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002796

Reference13 articles.

1. Perverseness of excessive segmental bridge deflections: Wake-up call for creep;Bazant Z. P.;ACI Struct. J.,2011

2. Excessive deflections of record-span prestressed box girders: Lessons learned from the collapse of the Koror-Babeldoab Bridge in Palau;Bazant Z. P.;Concr. Int.,2010

3. Deflection prediction for concrete bridges: analysis and field measurements on a long-span bridge

4. Moment transfer by shear in slab-column connections;Elgabry A. A.;ACI Struct. J.,1996

5. Control of long‐term deflection of concrete slabs by prestressing

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