PLASTIC DESIGN OF SWAY FRAMES WITH SEMIRIGID CONNECTIONS USING ALLOWABLE SLENDERNESS RATIOS

被引：0
|
作者：
SCHOLZ, H
机构：
[1] Department of Civil Engineering, University of the Witwatersrand, Johannesburg
来源：
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 1991年 / 19卷 / 01期
关键词：
Structural Frames;
D O I：
10.1016/0143-974X(91)90061-5
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper addresses the topic of sway frames with semi-rigid connections. A design-oriented method is developed by which in-plane overall and member buckling are controlled by way of allowable slenderness ratios. A framework would initially be designed by plastic design and the resulting column and beam members are then compared with the stipulated slenderness values. A number of examples are used to illustrate the procedure. The aspects of lateral buckling, local buckling and flexural ductility are excluded from this study.
引用
收藏
页码：19 / 32
页数：14
相关论文
共 50 条
  • [41] SECTION OPTIMIZATION OF RIGID STEEL FRAMES USING RESPONSE SURFACE MODELS: Applying to allowable stress design using postulate sections and the feature of the optimized structures
    Takei, Hideki
    Hamada, Hideaki
    Journal of Structural and Construction Engineering, 2023, 88 (804): : 235 - 246
  • [42] Toward seismic design of tall steel moment resisting frames using the theory of plastic mechanism control
    Sepahvand, Mostafa Fathi
    Akbari, Jalal
    JOURNAL OF BUILDING ENGINEERING, 2019, 24
  • [43] Investigations on design limits and improved material utilization of press-fit connections using elastic-plastic design
    Falter, Jan
    Binz, Hansgeorg
    Kreimeyer, Matthias
    APPLICATIONS IN ENGINEERING SCIENCE, 2023, 13
  • [44] Optimum weight design of steel space frames with semi-rigid connections using harmony search and genetic algorithms
    Musa Artar
    Ayşe T. Daloğlu
    Neural Computing and Applications, 2018, 29 : 1089 - 1100
  • [45] Optimum weight design of steel space frames with semi-rigid connections using harmony search and genetic algorithms
    Artar, Musa
    Daloglu, Ayse T.
    NEURAL COMPUTING & APPLICATIONS, 2018, 29 (11): : 1089 - 1100
  • [46] Optimum design of steel frames with semi-rigid connections using Big Bang-Big Crunch method
    Rafiee, A.
    Talatahari, S.
    Hadidi, A.
    STEEL AND COMPOSITE STRUCTURES, 2013, 14 (05): : 431 - 451
  • [47] Plastic seismic design of moment-resisting frames using concrete-filled steel tube columns
    Sepahvand, Mostafa Fathi
    Lenwari, Akhrawat
    Young, Ben
    ENGINEERING STRUCTURES, 2025, 322
  • [48] Optimum design of geometrically non-linear steel frames with semi-rigid connections using a harmony search algorithm
    Degertekin, S. O.
    Hayalioglu, M. S.
    Gorgun, H.
    STEEL AND COMPOSITE STRUCTURES, 2009, 9 (06): : 535 - 555
  • [49] Performance-Based Plastic Design Method for Steel Concentrically Braced Frames Using Target Drift and Yield Mechanism
    Xiong, Er-Gang
    He, Han
    Cui, Fei-Fei
    Bai, Liang
    PERIODICA POLYTECHNICA-CIVIL ENGINEERING, 2016, 60 (01): : 127 - 134
  • [50] Earthquake-resistant design of buckling-restrained braced RC moment frames using performance-based plastic design method
    Bai, Jiulin
    Ou, Jinping
    ENGINEERING STRUCTURES, 2016, 107 : 66 - 79
12345