Limitations of Grundy and Kabaila’s Simplified Method and Its Repercussion on the Safety and Serviceability of Successively Shored Building Structures-Reference-Cited by-同舟云学术

Limitations of Grundy and Kabaila’s Simplified Method and Its Repercussion on the Safety and Serviceability of Successively Shored Building Structures

Published:2017-10 Issue:5 Volume:31 Page:04017040
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Adam Jose M.¹,Buitrago Manuel²,Moragues Juan J.³,Calderón Pedro A.³

Affiliation:

1. Associate Professor, ICITECH, Universitat Politècnica de València, Camino de Vera s/n, 46022 Valencia, Spain (corresponding author).

2. Researcher, ICITECH, Universitat Politècnica de València, Camino de Vera s/n, 46022 Valencia, Spain.

3. Professor, ICITECH, Universitat Politècnica de València, Camino de Vera s/n, 46022 Valencia, Spain.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001038

Reference36 articles.

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

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

3. A new procedure for the analysis of construction loads in multistory reinforced concrete structures

4. An experimental study into the evolution of loads on shores and slabs during construction of multistory buildings using partial striking

5. A numerical study into the evolution of loads on shores and slabs during construction of multistorey buildings. Comparison of partial striking with other techniques

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