An Adaptive Fiber Section Discretization Scheme for Nonlinear Frame Analysis-Reference-Cited by-同舟云学术

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An Adaptive Fiber Section Discretization Scheme for Nonlinear Frame Analysis

Published:2022-12 Issue:12 Volume:148 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kostic Svetlana M.¹^ORCID,Filippou Filip C.²

Affiliation:

1. Associate Professor, Faculty of Civil Engineering, Univ. of Belgrade, Bulevar kralja Aleksandra 73, Belgrade 11000, Serbia (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720-1710.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH/STENG-10688

Reference20 articles.

1. Handbook of Mathematical Functions With Formulas, Graphs and Mathematical Tables (National Bureau of Standards Applied Mathematics Series No. 55)

2. Berry, M. P., and M. O. Eberhard. 2008. Performance modeling strategies for modern reinforced concrete bridge columns. Berkeley, CA: Univ. of California.

3. Cohen, J., F. C. Filippou, and S. M. Kostic. 2022. Discretization schemes for the analysis of circular RC columns under cyclic loading. Berkeley, CA: Univ. of California.

4. An encyclopaedia of cubature formulas

5. Filippou, F. C., and M. Constantinides. 2004. Fedeaslab getting started guide and simulation examples. Berkeley, CA: Univ. of California.

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