Global Analysis of Steel Constructions with Semi-Rigid Connections

被引：3
|
作者：
Zivkovic, Srdan [1 ]
Stojkovic, Nenad [2 ]
Spasojevic-Surdilovic, Marija [1 ]
Milcaevic, Marko [3 ]
机构：
[1] Univ Nis, Fac Civil Engn & Architecture, Aleksandra Medvedeva 14, Nish 18000, Serbia
[2] Coll Appl Tech Sci Nis, Civil Engn Dept, Aleksandra Medvedeva 20, Nish 18000, Serbia
[3] Univ Nis, Fac Civil Engn & Architecture, Innovat Ctr, Univ Ski Trg 2, Nish 18000, Serbia
来源：
TEHNICKI VJESNIK-TECHNICAL GAZETTE | 2020年 / 27卷 / 03期
关键词：
deformation method; design of steel structures; global analysis; semi-rigid connections; BEHAVIOR; FRAMES;
D O I：
10.17559/TV-20180414100627
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
In this paper, original extension of classic deformation method for global elastic analysis of steel construction with semi-rigid connections is developed. The original calculation for steel frame structures with semi-rigid connections as a function of rotational rigidity of connection, a realistic parameter for determination of both tension and deformation fields of connection as well as entire construction, has been derived in detail. Due to its generality, simplicity and straight-forward calculation, the method developed in this paper is convenient for both computational utilization and hand calculations. For introduced rotational rigidity of realistic connections, the expressions for determination of bending moments at ends of semi-rigidly connected elements have been derived as well as conditional equations for determination of deformation-unspecified values at static load by first-order theory. The obtained results are illustrated in detail on a numerical example. Their comparison with the results of FEM analysis was provided.
引用
收藏
页码：951 / 960
页数：10
相关论文
共 50 条
  • [21] Seismic response analysis of steel frame with mixed use of rigid and semi-rigid connections
    Kishi, N
    Komuro, M
    Chen, WF
    STESSA 2003: BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS, 2003, : 527 - 532
  • [22] FEM models for semi-rigid connections of steel frames
    Vértes, K
    Iványi, M
    STABILITY AND DUCTILITY OF STEEL STRUCTURES, 2002, : 301 - 305
  • [23] Semi-rigid steel beam-to-column connections
    Tusnina V.M.
    Tusnina, V.M. (valmalaz@mail.ru), 2017, St-Petersburg State Polytechnical University (73): : 25 - 39
  • [24] Natural frequencies of steel structures with semi-rigid connections
    Mak, SWH
    ADVANCES IN STEEL STRUCTURES, VOLS 1 AND 2, 1996, : 1101 - 1106
  • [25] WIND STRESSES IN SEMI-RIGID CONNECTIONS OF STEEL FRAMEWORK
    SOUROCHNIKOFF, B
    TRANSACTIONS OF THE AMERICAN SOCIETY OF CIVIL ENGINEERS, 1950, 115 : 382 - 393
  • [26] Collapse of infilled steel frames with semi-rigid connections
    Nadjai, A
    Kirby, P
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 1998, 128 (02) : 103 - 111
  • [27] VIBRATION ANALYSIS OF FRAMES WITH SEMI-RIGID CONNECTIONS
    KAWASHIMA, S
    FUJIMOTO, T
    COMPUTERS & STRUCTURES, 1984, 19 (1-2) : 85 - 92
  • [28] Nonlinear elastic dynamic analysis of space steel frames with semi-rigid connections
    Phu-Cuong Nguyen
    Kim, Seung-Eock
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2013, 84 : 72 - 81
  • [29] RELIABILITY ANALYSIS OF STEEL BRACED REINFORCED CONCRETE FRAMES WITH SEMI-RIGID CONNECTIONS
    Basaga, H. B.
    Kartal, M. E.
    Bayraktar, A.
    INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2012, 12 (05)
  • [30] Advanced analysis of cyclic behaviour of plane steel frames with semi-rigid connections
    Saravanan, M.
    Jayachandran, Arul S.
    Marimuthu, V
    Prabha, P.
    STEEL AND COMPOSITE STRUCTURES, 2009, 9 (04): : 381 - 395
12345