scholarly journals Proposal of Design Wind Loads for Cladding and Components on Multi-Span Monosloped and Gable Roofs

2020 ◽  
Vol 45 (4) ◽  
pp. 115-126
Author(s):  
Eri GAVANSKI ◽  
Takuya UMEGUCHI ◽  
Hiroaki NISHIMURA
Keyword(s):  
Wind Loads

Prediction of Peak Wind Loads on Low Rise Structures

2005 ◽  
Author(s):  
H. W. Tieleman ◽  
M. A. K. Elsayed ◽  
M. R. Hajj
Keyword(s):  
Wind Loads

Wind Tunnel to Full Scale Mapping of Winds and Loads for Launch-Vehicle Ground Wind Loads

2021 ◽  
Author(s):  
Thomas G. Ivanco ◽  
Donald F. Keller ◽  
Jennifer L. Pinkerton
Keyword(s):  
Wind Tunnel ◽  
Launch Vehicle ◽  
Full Scale ◽  
Wind Loads

Tornado-induced wind loads on a low-rise building

2007 ◽  
Author(s):  
Vasanth Kumar Balaramudu
Keyword(s):  
Wind Loads

A New Generation of Tools for the Design of Tall Buildings Subjected to Wind Loads

2008 ◽  
Author(s):  
Emil Simiu ◽  
Rene D. Gabbai
Keyword(s):  
Structural Engineering ◽  
Tall Buildings ◽  
Building Envelope ◽  
Force Balance ◽  
Wind Loads ◽  
Individual Member ◽  
Engineering Practice ◽  
Wind Effects ◽  
Uncertainty Estimates ◽  
Internal Forces

Current approaches to the estimation of wind-induced wind effects on tall buildings are based largely on 1970s and 1980s technology, and were shown to result in some cases in errors of up to 40%. Improvements are needed in: (i) the description of direction-dependent aerodynamics; (ii) the description of the direction-dependent extreme wind climate; (iii) the estimation of inertial wind effects induced by fluctuating aerodynamic forces acting on the entire building envelope; (iv) the estimation of uncertainties inherent in the wind effects; and (v) the use of applied wind forces, calculated inertial forces, and uncertainty estimates, to obtain via influence coefficients accurate and risk-consistent estimates of wind-induced internal forces or demand-to-capacity ratios for any individual structural member. Methods used in current wind engineering practice are especially deficient when the distribution of the wind loads over the building surface and their effects at levels other than the building base are not known, as is the case when measurements are obtained by the High-Frequency Force Balance method, particularly in the presence of aerodynamic interference effects due to neighboring buildings. The paper describes a procedure that makes it possible to estimate wind-induced internal forces and demand-to-capacity ratios in any individual member by: developing aerodynamic and wind climatological data sets, as well as aerodynamic/climatological directional interaction models; significantly improving the quality of the design via rigorous structural engineering methods made possible by modern computational resources; and properly accounting for knowledge uncertainties. The paper covers estimates of wind effects required for allowable stress design, wherein knowledge uncertainties pertaining to the parameters that determine the wind loading are not considered, as well as estimates required for strength design, in which these uncertainties need to be accounted for explicitly.

Probabilistic modeling and fragility assessment of limestone wall tie connections subjected to wind loads

2019 ◽  
Vol 26 ◽  
pp. 100884
Author(s):  
Kelly Samara ◽  
Mingyu Sun ◽  
Eun Jeong Cha ◽  
James LaFave
Keyword(s):  
Probabilistic Modeling ◽  
Wind Loads

Adverse Local Wind Loads Induced by Adjacent Building

1983 ◽  
Vol 109 (3) ◽  
pp. 816-820 ◽  
Author(s):  
David Surry ◽  
William Mallais
Keyword(s):  
Wind Loads ◽  
Local Wind ◽  
Adjacent Building
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