Modeling of Reinforced Concrete Two-Way Floor Slab Deflections due to Construction Loading-Reference-Cited by-同舟云学术

Modeling of Reinforced Concrete Two-Way Floor Slab Deflections due to Construction Loading

Published:2018-06 Issue:6 Volume:144 Page:04018060
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Motter Christopher J.¹,Scanlon Andrew²

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Washington State Univ., Pullman, WA 99164 (corresponding author).

2. Professor Emeritus, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., University Park, PA 16802.

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.0002052

Reference20 articles.

1. Form and shore requirements for multi-story flat slab type buildings;Agarwal R. K.;ACI J. Proc.,1974

2. Creep deflections in slab buildings and forces in shores during construction;Aguinaga-Zapata M.;ACI J. Proc.,1986

3. Effective moment of inertia for calculating deflections of concrete members containing steel reinforcement and fiber-reinforced polymer reinforcement;Bischoff P. H.;ACI Struct. J.,2007

4. Fintel M. S. Ghosh S. K. and Iyengar H. (1987). “Column shortening in tall structures—Prediction and compensation.” Portland Cement Association Skokie IL.

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1. Verification of deflections and cracking of RC flat slabs with numerical and analytical approaches;Engineering Structures;2023-06

2. Load Deflection Relationship of a Solid Slab under the Action of Construction Loads;Advances in Civil Engineering;2022-03-09

3. Successive sustained loading effect on the long-term deflection of flat slab;SN Applied Sciences;2020-10-26