Uncertainties in the South African wind load design formulation

被引:7
作者
Botha, J. [1 ]
Retief, J., V [2 ]
Viljoen, C. [2 ]
机构
[1] 2 Strasbourg St, ZA-7570 Cape Town, South Africa
[2] Stellenbosch Univ, Dept Civil Engn, Private Bag X1, ZA-7602 Stellenbosch, South Africa
关键词
wind loading code; wind load uncertainity; probablistic models; LOW-RISE BUILDINGS; PART; 2; PRESSURE; RELIABILITY; SIMULATION; CLIMATE; CODES;
D O I
10.17159/2309-8775/2018/v60n3a2
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents an investigation of the uncertainties inherent in the South African formulation of design wind loads on structures, as stipulated by SANS 10160-3:2011. The investigation follows from the identification of anomalous values in the existing South African probabilistic wind load models during a reliability assessment of SANS 10160. The primary wind load components which have the greatest effect on the total wind load uncertainty are identified as the time variant free-field wind pressure, followed by the time invariant pressure coefficients and terrain roughness factors. A rational and transparent reliability framework for the quantification of the uncertainties inherent in the formulation of these components is then presented. Probabilistic models of these components were developed following independent investigations of each component. The results from these investigations show that the existing probabilistic wind load models underestimate the uncertainty of the wind load components, particularly when considering the time invariant components.
引用
收藏
页码:16 / 29
页数:14
相关论文
共 50 条
  • [41] Performance-based wind design of tall buildings
    Petrini, Francesco
    Ciampoli, Marcello
    STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2012, 8 (10) : 954 - 966
  • [42] Uncertainties of Lumped Reaction Networks in Reactor Design
    Till, Zoltan
    Chovan, Tibor
    Varga, Tamas
    INDUSTRIAL & ENGINEERING CHEMISTRY RESEARCH, 2020, 59 (22) : 10531 - 10541
  • [43] A Survey to Control Uncertainties by Comprehensive Monitoring of Load-carrying Structures
    Koenen, Jan F.
    Platz, Roland
    Hanselka, Holger
    SENSORS AND SMART STRUCTURES TECHNOLOGIES FOR CIVIL, MECHANICAL, AND AEROSPACE SYSTEMS 2010, 2010, 7647
  • [44] Load alleviation of wind turbines by yaw misalignment
    Kragh, Knud A.
    Hansen, Morten H.
    WIND ENERGY, 2014, 17 (07) : 971 - 982
  • [45] WIND LOAD MODEL FOR LARGE-SPAN FLAT ROOFS AND ITS APPLICATION IN DATABASE-ASSISTED DESIGN
    Su, Ning
    Sun, Ying
    Wu, Yue
    Shen, Shizhao
    Fundamental Research in Structural Engineering: Retrospective and Prospective, Vols 1 and 2, 2016, : 865 - 870
  • [46] Optimization and Antioptimization of Buckling Load for Composite Cylindrical Shells Under Uncertainties
    Elishakoff, Isaac
    Kriegesmann, Benedikt
    Rolfes, Raimund
    Huehne, Christian
    Kling, Alexander
    AIAA JOURNAL, 2012, 50 (07) : 1513 - 1524
  • [47] Wind Load on Complex-Shape Building
    Wang, Chengqi
    Li, Zhengliang
    Yan, Zhitao
    Wei, Qike
    ADVANCES IN STRUCTURES, PTS 1-5, 2011, 163-167 : 4389 - 4394
  • [48] Compensation of high-frequency components of wind load by wind tunnel testing
    Wu, Di
    Wu, Yue
    Tamura, Yukio
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2010, 98 (12) : 929 - 935
  • [49] Wind-induced fragility assessment of urban trees with structural uncertainties
    Peng, Yongbo
    Wang, Zhiheng
    Ai, Xiaoqiu
    WIND AND STRUCTURES, 2018, 26 (01) : 45 - 56
  • [50] Effects of wind speed probabilistic and possibilistic uncertainties on generation system adequacy
    Sun, Can
    Bie, Zhaohong
    Xie, Min
    Ning, Guangtao
    IET GENERATION TRANSMISSION & DISTRIBUTION, 2015, 9 (04) : 339 - 347