Second-order plastic-hinge analysis of planar steel frames using corotational beam-column element

被引：14

作者：

Tinh-Nghiem Doan-Ngoc ^{[1
,2
]}

Xuan-Lam Dang ^{[1
]}

Quoc-Thang Chu ^{[3
]}

Balling, Richard J. ^{[4
]}

Cuong Ngo-Huu ^{[1
]}

机构：

[1] Univ Technol, VNU HCM, Fac Civil Engn, 268 Ly Thuong Kiet St,Dist 10, Ho Chi Minh City, Vietnam

[2] Ho Chi Minh City Univ Technol & Educ, Dept Civil Engn & Appl Mech, 1 Vo Van Ngan St, Ho Chi Minh City, Vietnam

[3] Int Univ, VNU HCM, Dept Civil Engn, Ho Chi Minh City, Vietnam

[4] Brigham Young Univ, Dept Civil & Environm Engn, Provo, UT 84602 USA

来源：

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 2016年 / 121卷

关键词：

Plastic-hinge; Corotational element; Nonlinear analysis; Steel frames; SEMIRIGID CONNECTIONS; NONLINEAR-ANALYSIS; DYNAMIC-ANALYSIS; BEHAVIOR;

D O I：

10.1016/j.jcsr.2016.03.016

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A new beam-column element for nonlinear analysis of planar steel frames under static loads is presented in this paper. The second-order effect between axial force and bending moment and the additional axial strain due to the element bending are incorporated in the stiffness matrix formulation by using the approximate seventh order polynomial function for the deflection solution of the governing differential equations of a beam-column under end axial forces and bending moments in a corotational context. The refined plastic-hinge method is used to model the material nonlinearity to avoid the further division of the beam-columns in modeling the structure. A Matlab computer program is developed based on the combined arc-length and minimum residual displacement methods and its results are proved to be reliable by modeling one or two proposed elements per member in some numerical examples. (C) 2016 Elsevier Ltd. All rights reserved.

引用

页码：413 / 426

页数：14

共 50 条

[31] Consideration of second-order effects on plastic design of steel moment resisting frames
Giuseppe Dell’Aglio
Rosario Montuori
Elide Nastri
Vincenzo Piluso
[J]. Bulletin of Earthquake Engineering, 2019, 17 : 3041 - 3070
[32] Second-order effects in locally and/or distortionally buckled frames and design based on beam element analysis
Zhang, Xi
Rasmussen, Kim J. R.
Zhang, Hao
[J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2016, 122 : 57 - 69
[33] Simplified Second-order Analysis of Semirigid Connected Steel Frames
Xu Weiliang
Xu Jian
[J]. TRENDS IN CIVIL ENGINEERING, PTS 1-4, 2012, 446-449 : 846 - +
[34] Plastic hinge modeling of reinforced concrete Beam-Column joints using artificial neural networks
Suwal, Nirmala
Guner, Serhan
[J]. ENGINEERING STRUCTURES, 2024, 298
[35] Second-order distributed plasticity analysis of space steel frames
Kim, SE
Lee, DH
[J]. ENGINEERING STRUCTURES, 2002, 24 (06) : 735 - 744
[36] Nonlinear finite element analysis of improved steel beam-column connections
Li, ZF
Shi, YJ
Hong, C
Wang, YQ
[J]. PROCEEDINGS OF THE SEVENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING FOR YOUNG EXPERTS, VOLS 1 AND 2, 2002, : 159 - 164
[37] Local buckling check according to Eurocode-3 for plastic-hinge analysis of 3-D steel frames
Van Long, Hoang
Hung, Nguyen Dang
[J]. ENGINEERING STRUCTURES, 2008, 30 (11) : 3105 - 3113
[38] Optimal design of planar frames based on approximate second-order analysis
Hernández-Montes, E
Gil-Martín, LM
Aschheim, M
[J]. ENGINEERING OPTIMIZATION, 2004, 36 (03) : 281 - 288
[39] Lateral-torsional buckling checks of steel frames using second-order analysis
Wieschollek, Matthias
Schillo, Nicole
Feldmann, Markus
Sedlacek, Gerhard
[J]. STEEL CONSTRUCTION-DESIGN AND RESEARCH, 2012, 5 (02): : 71 - 86
[40] Analysis on Fracture Behavior and Optimization of Beam-Column Connections with Expanded Flanges of Steel Frames
Ma, Hongwei
Zhang, Zhen
Wang, Kun
Liu, Yan
Guo, Kai
Wang, Fuzhang
[J]. ADVANCES IN CIVIL ENGINEERING, 2020, 2020

← 1 2 3 4 5 →