Collapse simulation of reinforced concrete natural draught cooling towers-Reference-Cited by-同舟云学术

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Collapse simulation of reinforced concrete natural draught cooling towers

Published:1992-11 Issue:5 Volume:14 Page:291-299
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Krätzig W.B.,Zhuang Y.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference18 articles.

1. Nonlinear analysis of RC shells of general form;Lin;J. Struct. Div. ASCE,1975

2. Nonlinear analysis of reinforced concrete shells;Scordelis,1987

3. Prediction of nonlinear behavior of reinforced concrete shells;Schnobrich,1978

4. Cracking in reinforced concrete analysis;Gupta;J Struct. Engng, ASCE,1984

5. Material model for the analysis of reinforced concrete shells;Kolleger,1987

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1. Tornado-induced collapse analysis of a super-large reinforced concrete cooling tower;Engineering Structures;2022-10

2. Failure process and ultimate strength of RC hyperbolic cooling towers under equivalent static wind loads;Thin-Walled Structures;2022-07

3. Wind-induced collapse mechanism and failure criteria of super-large cooling tower based on layered shell element model;Journal of Wind Engineering and Industrial Aerodynamics;2022-02

4. Collapse Simulation and Response Assessment of a Large Cooling Tower Subjected to Strong Earthquake Ground Motions;Computer Modeling in Engineering & Sciences;2020

5. Numerical simulations of a large-scale cooling tower against the impact of commercial aircrafts;Thin-Walled Structures;2019-11

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