ANALYSIS OF P-DELTA EFFECT IN COMPOSITE CONCRETE TIMBER BEAM COLUMNS

被引：8
|
作者：
GIRHAMMAR, UA [1 ]
GOPU, VKA [1 ]
机构：
[1] LOUISIANA STATE UNIV,DEPT CIVIL ENGN,STRUCT ENGN & MECH PROGRAM,BATON ROUGE,LA 70803
来源：
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY | 1991年 / 91卷
关键词：
D O I：
10.1680/iicep.1991.13581
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The procedure for analysing composite beam-columns of timber and concrete is developed. The influence of the interlayer slip is considered in the theoretical development. Closed form solutions for the internal axial forces and moments, which act on the timber and concrete components, and the slip forces are presented for the first-order (elementary) and the second-order (P - DELTA) cases. Approximate formulae for determining the magnification factors to be applied to the internal actions computed in the elementary case in order to account for the P-DELTA effect are recommended for simply supported members. A comparision is made between the results obtained from the application of the approximate formulae and the second-order analysis approach for the case of a practical beam-column to illustrate the applicability of the approximate formulae in design situations.
引用
收藏
页码：39 / 54
页数：16
相关论文
共 50 条
  • [31] Analysis of timber-concrete composite girders
    Cizmar, Dean
    Vrancic, Maja
    GRADEVINAR, 2016, 68 (07): : 559 - 570
  • [32] A PRACTICAL P-DELTA ANALYSIS METHOD FOR TYPE FR AND PR FRAMES
    LUI, EM
    ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC, 1988, 25 (03): : 85 - 98
  • [33] Axial compressive behavior of GFRP-timber-reinforced concrete composite columns
    Fubin Zhang
    Hu Luo
    Jianzhuang Xiao
    Amardeep Singh
    Jing Xu
    Hai Fang
    Low-carbon Materials and Green Construction, 1 (1):
  • [34] AMPLIFICATION FACTORS FOR INELASTIC DYNAMIC P-DELTA EFFECTS IN EARTHQUAKE ANALYSIS
    BERNAL, D
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1987, 15 (05): : 635 - 651
  • [35] Nonlinear analysis of Lateral Bearing Capacity of Super-long Pile by Considering the P-delta;Effect
    Department of Civil Engineering, Shanghai University, Shanghai 200072, China
    不详
    Int. J. Appl. Math. Stat., 2013, 14 (112-119):
  • [36] Seismic response of single piles in liquefiable soil considering P-delta effect
    Kaustav Chatterjee
    Deepankar Choudhury
    Vansittee Dilli Rao
    Harry G. Poulos
    Bulletin of Earthquake Engineering, 2019, 17 : 2935 - 2961
  • [37] Glued Composite Timber-Concrete Beams. II: Analysis and Tests of Beam Specimens
    Jorge de Oliveira Negrao, Joao Henrique
    Maia de Oliveira, Francisco Miguel
    Leitao de Oliveira, Catarina Alexandra
    Cachim, Paulo Barreto
    JOURNAL OF STRUCTURAL ENGINEERING, 2010, 136 (10) : 1246 - 1254
  • [38] A PRACTICAL P-DELTA ANALYSIS METHOD FOR TYPE FR AND PR FRAMES - CLOSURE
    LUI, EM
    ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC, 1990, 27 (01): : 34 - 35
  • [39] A case study on the P-Delta effect on inelastic seismic behaviour of a bridge pier
    Dutta, Sekhar Chandra
    Das, Saumyasuchi
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-BRIDGE ENGINEERING, 2014, 167 (02) : 92 - 98
  • [40] A unified formulation of the piecewise exact method for inelastic seismic demand analysis including the P-delta effect
    Aydinoglu, MN
    Fahjan, YM
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2003, 32 (06): : 871 - 890
12345