Results 1 to 10 of about 53,427 (306)
Downburst-Induced Vibration Coefficient of Long-Span Roof Structures
Long-span roof structures are vulnerable to being damaged by downbursts due to the sensitivity of such structures to wind loads. However, there is still no simple and practical method for the downburst-resistant design of such structures to date ...
Chaohao Chen +3 more
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When the critical wind speed of vortex-induced resonance is close to that of quasi-steady galloping, a type of coupled wind-induced vibration that is different from divergent galloping can easily occur in a rectangular bar.
Shuai Zhou +4 more
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Research on Equivalent Static Load of High-Rise/Towering Structures Based on Wind-Induced Responses
A method of assessing equivalent static wind loads that can represent all the real ultimate states of a high-rise building and towering structure has still not been fully determined in wind engineering.
Junhui Yang, Junfeng Zhang, Chao Li
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Wind-induced vibration performance of early Chinese hall-style timber buildings
Traditional Chinese timber buildings are lightweight, flexible, and quite vulnerable to wind. This paper aims to present a methodology for evaluating the wind-induced vibration performance of early Chinese hall-style timber buildings based on numerical ...
Yidan Han, Qing Chun, Hui Jin
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Wind-induced vibration analysis of the Hong Kong Ting Kau Bridge [PDF]
Because of their high flexibility and relatively low structural damping, long-span bridges are prone to wind-induced vibration. An efficient wind field simulation technique for wind-induced vibration analysis of long-span bridges is first introduced in ...
Au, FTK +7 more
core +2 more sources
Wind-Induced Vibrations and Gust Response Factors of the Cabin–Cable–Tower System
A large-scale radio astronomical telescope is a typical complex coupled system, consisting of a feed cabin, cables, and supporting structures. The system is extremely sensitive to wind loads, especially the feed cabin, which has high requirements for vibration displacement during operation, and excessive vibration may affect normal operation.
De-Xiu Mo, Hong-Nan Li, Qing-Wei Li
openaire +1 more source
In this study, three-dimensional finite element models of high-mast light poles without and with spiral helical strakes were built using ANSYS software to investigate their vibration characteristics in a wind environment.
Meng Zhang +4 more
doaj +1 more source
Motion-Based Design of Passive Damping Devices to Mitigate Wind-Induced Vibrations in Stay Cables [PDF]
Wind action can induce large amplitude vibrations in the stay cables of bridges. To reduce the vibration level of these structural elements, different types of passive damping devices are usually installed.
Jiménez Alonso, Javier Fernando +3 more
core +1 more source
New developments in rain–wind-induced vibrations of cables [PDF]
On wet and windy days, the inclined cables of cable stayed bridges can experience large amplitude, potentially damaging oscillations known as rain-wind-induced vibration (RWIV).
Duffy, B.R. +4 more
core +1 more source
Wind-induced response of large offshore oil platform
In connection with wind sensitivity for the towering and hollowed-out structures (drilling derrick, crane, etc) of large offshore oil platform, the wind-induced response of towering structure was studied.
Hongbing LIU +5 more
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