Hybrid data-driven and physics-based simulation technique for seismic analysis of steel structural systems-Reference-Cited by-同舟云学术

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Hybrid data-driven and physics-based simulation technique for seismic analysis of steel structural systems

Published:2024-05 Issue: Volume:295 Page:107286
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Mokhtari Fardad^ORCID,Imanpour Ali

Funder

Natural Sciences and Engineering Research Council of Canada

Publisher

Elsevier BV

Reference58 articles.

1. The finite element method, vol. 3;Zienkiewicz,1977

2. A fiber beam-column element for seismic response analysis of reinforced concrete structures;Taucer,1991

3. Structural optimization using evolutionary algorithms;Lagaros;Comput Struct,2002

4. Identification from measurements of mechanical fields by finite element model updating strategies: a review;Ienny;Eur J Comput Mech,2009

5. Finite element model updating using evolutionary strategy for damage detection;Jafarkhani;Comput-Aided Civ Infrastruct Eng,2011

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. AN APPROACH OF WEB STIFFENER CALCULATION IN THIN-WALLED COLUMNS;JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT;2024-07-10

2. Hybrid surrogate model combining physics and data for seismic drift estimation of shear‐wall structures;Earthquake Engineering & Structural Dynamics;2024-05-21

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