Deterioration Modeling of Steel Moment Resisting Frames Using Finite-Length Plastic Hinge Force-Based Beam-Column Elements-Reference-Cited by-同舟云学术

Deterioration Modeling of Steel Moment Resisting Frames Using Finite-Length Plastic Hinge Force-Based Beam-Column Elements

Published:2015-02 Issue:2 Volume:141 Page:04014112
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ribeiro Filipe L. A.¹,Barbosa Andre R.²,Scott Michael H.³,Neves Luis C.⁴

Affiliation:

1. Ph.D. Student, UNIC, Dept. of Civil Engineering, Faculdade de Ciências e Tecnologia, Universidade Nova de Lisboa, Quinta da Torre, 2829-516 Caparica, Portugal; and Visiting Ph.D. Student, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331-3212.

2. Assistant Professor, School of Civil and Construction Engineering, Oregon State Univ., 220 Owen Hall, Corvallis, OR 97331-3212 (corresponding author).

3. Associate Professor, School of Civil and Construction Engineering, Oregon State Univ., 220 Owen Hall, Corvallis, OR 97331-3212.

4. Lecturer, Nottingham Transport Engineering Centre, Univ. of Nottingham, Univ. Park, Nottingham NG7 2RD, U.K.; and UNIC, Dept. of Civil Engineering, Faculdade de Ciências e Tecnologia, Universidade Nova de Lisboa, Quinta da Torre, 2829-516 Caparica, Portugal.

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%29ST.1943-541X.0001052

Reference34 articles.

1. A regularized force-based beam element with a damage–plastic section constitutive law

2. Displacement, Flexibility, and Mixed Beam–Column Finite Element Formulations for Distributed Plasticity Analysis

3. Lumped-plasticity models for performance simulation of bridge columns;Berry M.;ACI Struct. J.,2008

4. Bruneau F. Uang C.-M. and Whittaker A. (1998). Ductile design of steel structures McGraw-Hill New York.

5. Numerical Issues in Distributed Inelasticity Modeling of RC Frame Elements for Seismic Analysis

Cited by 27 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. Numerical modeling of beam plastic hinges in steel moment resisting frames including local buckling and stiffness/strength degradation;Structures;2024-11

2. Seismic vulnerability assessment of RC deck-stiffened arch bridges;Engineering Structures;2024-10

3. A numerical critical shear crack model and its application to post‐peak behavior assessment of RC and SFRC beams;Structural Concrete;2024-04-11

4. Calibration of Ibarra-Krawinkler model for steel members with cold-formed hollow cross-section;Journal of Constructional Steel Research;2024-04

5. Multinode Gradient Inelastic Force-Based Beam-Column Element Formulation;Journal of Structural Engineering;2024-02