Stochastic Modeling of Geometric Imperfections in Aboveground Storage Tanks for Probabilistic Buckling Capacity Estimation-Reference-Cited by-同舟云学术

Stochastic Modeling of Geometric Imperfections in Aboveground Storage Tanks for Probabilistic Buckling Capacity Estimation

Published:2016-06 Issue:2 Volume:2 Page:
ISSN:2376-7642
Container-title:ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
language:en
Short-container-title:ASCE-ASME J. Risk Uncertainty Eng. Syst., Part A: Civ. Eng.

Author:

Kameshwar Sabarethinam¹,Padgett Jamie E.²

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Rice Univ., 6100 Main St., MS-318, Houston, TX 77005.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Rice Univ., 6100 Main St., MS-318, Houston, TX 77005 (corresponding author).

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/AJRUA6.0000846

Reference20 articles.

1. Arbocz J. and Abramovich H. (1979). “The initial imperfection data bank at the Delft University of Technology: Part I.” Rep. LR-290 Dept. of Aerospace Engineering Delft Univ. of Technology Delft Netherlands.

2. Plastic buckling of axially compressed cylindrical shells

3. CEN (European Committee for Standardization). (2007). “Design of steel structures part 4.1: Silos.” Eurocode 3 Brussels Belgium.

4. Buckling of anchored cylindrical shells of uniform thickness under wind load

5. Production of conditional simulations via the LU triangular decomposition of the covariance matrix;Davis M. W.;Math. Geol.,1987

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