Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Qingshan Yang"'
Publikováno v:
Advances in Structural Engineering. 25:3215-3234
This paper first discusses the causes of damage to buildings and structures due to various types of winds including daily winds and some extremely strong winds. Regarding devastating wind-induced disasters due to tropical cyclones (TC), the importanc
Publikováno v:
Journal of Intelligent Material Systems and Structures. 33:290-308
Constructing bridge towers are high-rise and flexible structures subjected to significant wind induced vibrations. Tuned Mass Dampers (TMDs) have been widely used to reduce dynamic responses of high-rise structures under fluctuating wind loadings. By
Publikováno v:
Journal of Vibration and Control. :107754632211500
To investigate the influence of the wind attack on a bridge deck’s flutter performance, the concept of “pressure flutter derivatives” was introduced as a part of the “distributed aerodynamic characteristics” method, which can be used to vis
Publikováno v:
Advances in Structural Engineering. 24:929-946
In order to understand deeply the dynamic behavior of a Temporary Demountable Structure (TDS), a 2-D analytical model of the Wedge-Pin Joint (WPJ) is established. This model takes into account of the semi-rigidness of the vertical contact and the sli
Publikováno v:
Advances in Structural Engineering. 24:653-666
The current codes and standards concerning wind loads on roof-mounted solar panels are discussed and summarized. Wind pressures on flat- and slope-roof-mounted solar arrays obtained from wind tunnel tests are compared with the recommended design valu
Autor:
Wei Hao, Qingshan Yang
Publikováno v:
Advances in Structural Engineering. 23:1948-1959
Contemporary tall buildings constructed with high-strength and light-weight materials become relatively flexible and lightly damped, and the fluctuating wind forces acting on the buildings may cause excessive vibrations, especially at the vicinity of
Publikováno v:
Advances in Structural Engineering. 23:810-826
Estimation of extremes of non-Gaussian wind pressure on building roof is necessary for cladding design. When limited length of non-Gaussian wind pressure is used for calculation, the estimated extreme involves sampling error. The moment-based Hermite
Publikováno v:
Advances in Structural Engineering. 21:2217-2226
The general characteristics of aerodynamic vibrations of a solar wing system were investigated through wind tunnel tests using an aeroelastic model under four oncoming flows. In total, 12 solar panels were suspended by cables and orientated horizonta
Publikováno v:
Advances in Structural Engineering. 20:616-628
Mode selection and modal coupling analysis are important to estimate wind-induced structural response of long-span roof structures. This article presents a framework for predicting wind-induced structural response of long-span roof structures based o
Publikováno v:
Advances in Structural Engineering. 15:1099-1114
Long span space roofs are characterized as multimode wind-induced response. Participation factors on the basis of the structural strain energy are defined to select dominant eigenmodes in the background response and dominant vibration modes in the re