Erratum for “Equivalent Static Wind Loads for Tall Building Design”
نویسندگان
چکیده
منابع مشابه
Alongwind Static Equivalent Wind Loads and Responses of Tall Buildings. Part I: Unfavorable Distributions of Static Equivalent Wind Loads
Although on the same theoretical basis, the current standards of major countries have set out two evidently different distributions of along-wind static equivalent wind loads, one is the same as the mean wind force and the other is the same as the first mode shape, on tall buildings. In this paper, the fluctuating static equivalent wind load is evaluated as mean, background and resonant compone...
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In current design practice, the dynamic wind loads are described in terms of the equivalent static wind loads based on the gust response factor. This approach results in a distribution of the equivalent static loading similar to the mean static wind load distribution, which may not always be a physically meaningful and realistic load description. In this paper, the equivalent static load repres...
متن کاملEquivalent Static Wind Loads on Buildings: New Model
In current design practice, spatiotemporally varying wind loads on buildings are modeled as equivalent static wind loads. This loading description serves as pivotal information for estimating response under the combined action of wind and other loads. This paper presents a framework for evaluating the equivalent static wind load for any given peak response of buildings with uncoupled responses ...
متن کاملEvaluation of Equivalent Static Wind Loads on Buildings
Wind loads on buildings can be quantified through synchronous measurements of pressure over building model surfaces or by high frequency force balance (HFFB) measurements. Although this loading information can be directly utilized for building design applications, current design practice often requires the transformation of dynamic wind loading to the equivalent static wind loads (ESWLs). This ...
متن کاملWind Interference Effect on Tall Building
When a building is located in an urban area, it is exposed to a wind of different characteristics then wind over an open terrain. This is development of turbulent wake region behind an upstream building. The interaction with upstream building can produce significant changes in the response of the tall building. Here, in this paper, an attempt has been made to study wind induced interference eff...
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ژورنال
عنوان ژورنال: Journal of the Structural Division
سال: 1976
ISSN: 0044-8001,2690-3377
DOI: 10.1061/jsdeag.0004452