Membrane Behavior of R/C Shell Element and Limits on Reinforcement-Reference-Cited by-同舟云学术

Membrane Behavior of R/C Shell Element and Limits on Reinforcement

Published:1988-02 Issue:2 Volume:114 Page:425-444
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:Journal of Structural Engineering

Author:

Han Kye J.,Mau S. T.

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%290733-9445%281988%29114%3A2%28425%29

Reference24 articles.

1. Membrane Reinforcement in Saddle Shells: Design versus Ultimate Behavior

2. Ultimate Behavior of an R.C. Nuclear Containment Subjected to Internal Pressure and Earthquake

3. Brondum‐Nielsen T. (1974). “Optimum design of reinforced concrete shells and slabs.” Report No. R44 Structural Research Laboratory University of Denmark Copenhagen Denmark.

4. Building code requirements for reinforced concrete . (1983). Committee 318 American Concrete Institute Detroit Mich.

5. Towards a Rational Theory for RC Members in Shear

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4. Behavior and Analysis of 100 MPa Concrete Membrane Elements;Journal of Structural Engineering;1998-01

5. A simplified model for predicting the shear response of reinforced concrete membranes;Thin-Walled Structures;1994-01