Explicit algorithm-based fiber beam-column element model

被引:0
|
作者
Zhuo, Yi [1 ,2 ]
Li, Zhong-Xian [1 ,2 ]
机构
[1] School of Civil Engineering, Tianjin University, Tianjin 300072, China
[2] Key Laboratory of Coast Civil Structure Safety (Tianjin University), Tianjin 300072, China
来源
Gongcheng Lixue/Engineering Mechanics | 2011年 / 28卷 / 12期
关键词
Explicit algorithms - Fiber beam-column elements - Material softening - Negative stiffness - Nonlinear behavior - RC bridges;
D O I
暂无
中图分类号
学科分类号
摘要
引用
下载
收藏
页码:39 / 44
相关论文
共 50 条
  • [21] A fiber beam-column model for damage assessment of traditional Chinese timber structures
    Hu, Rong
    Muramoto, Makoto
    Li, Jun
    JOURNAL OF ASIAN ARCHITECTURE AND BUILDING ENGINEERING, 2024, 23 (01) : 245 - 263
  • [22] The fiber hinge model for unbonded post-tensioned beam-column connections
    Qi, Hu
    Shen, Yelei
    Guo, Haishan
    Zhang, Wenxuan
    Lu, Zheng
    STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2024,
  • [23] An advanced beam-column element for analysis of frames in fires
    Luu, Van-Thuc
    Kim, Seung-Eock
    INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2023, 260
  • [24] Hybrid beam-column element with end frictional joints
    Law, SS
    Wu, ZM
    Chan, SL
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 2003, 129 (05): : 564 - 570
  • [25] BEAM-COLUMN ELEMENT ON WEAK WINKLER FOUNDATION - DISCUSSION
    KARAMANLIDIS, D
    PRAKASH, V
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 1991, 117 (10): : 2451 - 2453
  • [26] Nonlinear Beam-Column Element Under Consistent Deformation
    Tang, Yi Qun
    Zhou, Zhi Hua
    Chan, Siu Lai
    INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2015, 15 (05)
  • [27] Fiber damage analysis model for RC beam-column based on EEP super-convergent computation
    TENG Jun LI ZuoHua OU JinPing HE XueFeng Shenzhen Graduate School Harbin Institute of Technology Shenzhen China School of Civil Engineering Dalian University of Technology Dalian China Shenzhen Municipal Design Research Institute Co Ltd Shenzhen China
    Science China(Technological Sciences), 2011, 54 (10) : 2542 - 2548
  • [28] Fiber damage analysis model for RC beam-column based on EEP super-convergent computation
    Jun Teng
    ZuoHua Li
    JinPing Ou
    XueFeng He
    Science China Technological Sciences, 2011, 54 : 2542 - 2548
  • [29] Analysis of anti-collapse mechanism of composite beam-column substructure with top-seat angle with double web angles connection based on fiber beam-column model
    Zhong W.
    Zheng Y.
    Tan Z.
    Meng B.
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2022, 43 (06): : 142 - 154and175
  • [30] A refined model for beam elements and beam-column joints
    Ziyaeifar, M
    Noguchi, H
    COMPUTERS & STRUCTURES, 2000, 76 (04) : 551 - 564