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This study provides comprehensive wind load testing data and analytical approach for prediction of wind-induced response of two-plate billboard structures.
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To address this need, a comprehensive comparison of wind loads and their effects on tall buildings is conducted utilizing eight major international codes/standards: ASCE 2010 (USA), AS/NZ 2011 (Australia and New Zealand), AIJ 2004 (Japan), CNS 2012 (China), NBCC 2010 (Canada), Eurocode 2010 (Europe), ISO 2009 and IWC 2012 (India).
However, a single indicator (eg., interference factor of overall wind load) cannot provide a comprehensive and objective evaluation of wind-resistance safety of cooling tower.
The main reasons for the lack of a comprehensive and generalized set of guidelines for wind load modifications caused by interference effects are as follows.
Wind load can exert force on the telescope.
This year, the high wind load caught the tallest and in some cases seemingly the strongest trees.
Wind load combinations are included.
The wind load is normally divided into two types: steady wind and stochastic wind.
Quantifying an accurate wind load shape factor is the key to predict wind loads.
Wind load in N/m height due to hourly mean wind speed at height z.
The transversal wind load for 0° wind incidence angle and the longitudinal wind load for 30° wind incidence angle are conservative.
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