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序號 學年期 教師動態
1 98/1 土木系 羅元隆 副教授 會議論文 發佈 An analytical model for along wind design wind load of tall buildings , [98-1] :An analytical model for along wind design wind load of tall buildings會議論文An analytical model for along wind design wind load of tall buildingsChii-Ming Cheng; Ming-Su Tsai; Yuan-Lung LoThe 7th Asia-Pacific Conference on Wind Engineeringen國際無20091107~20091109是TWNThe 7th Asia-Pacific Conference on Wind EngineeringTaipei, Taiwan
2 98/1 土木系 蔡明樹 助理教授 會議論文 發佈 An analytical model for along wind design wind load of tall buildings , [98-1] :An analytical model for along wind design wind load of tall buildings會議論文An analytical model for along wind design wind load of tall buildingsCheng, Chii-Ming; Tsai, Ming-Shu; Lo, Yuan-Lung淡江大學土木工程學系TALL BUILDINGS;ALONGWIND;EQUIVALENT STATIC WIND LOADS;GUST LOADING FACTOR;ANALYTICAL MODEL;WIND TUNNEL DATAProceedings of The 7th Asia-Pacific Conference on Wind Engineering (APCWE7), 4p.An analytical model for tall buildings’ alongwind Equivalent Static Wind Loads is proposed. The basic assumptions, procedures and the parameters used in this model are mainly based on the results of wind tunnel investigation. In this model, the mean and RMS wind pressures on the leeward face are uniformly distributed. A moment effect based correlation reduction factor for background component is introduced to amend the difference of spatial correlation between ESWL and dynamic wind load. Building mode shape and inertia force distribution are adopted in the derivation of the resonant part of ESWL. The propos
3 98/1 土木系 鄭啟明 教授 會議論文 發佈 An analytical model for along wind design wind load of tall buildings , [98-1] :An analytical model for along wind design wind load of tall buildings會議論文An analytical model for along wind design wind load of tall buildingsCheng, Chii-Ming; Tsai, Ming-Shu; Lo, Yuan-Lung淡江大學土木工程學系TALL BUILDINGS;ALONGWIND;EQUIVALENT STATIC WIND LOADS;GUST LOADING FACTOR;ANALYTICAL MODEL;WIND TUNNEL DATAProceedings of The 7th Asia-Pacific Conference on Wind Engineering (APCWE7), 4p.An analytical model for tall buildings’ alongwind Equivalent Static Wind Loads is proposed. The basic assumptions, procedures and the parameters used in this model are mainly based on the results of wind tunnel investigation. In this model, the mean and RMS wind pressures on the leeward face are uniformly distributed. A moment effect based correlation reduction factor for background component is introduced to amend the difference of spatial correlation between ESWL and dynamic wind load. Building mode shape and inertia force distribution are adopted in the derivation of the resonant part of ESWL. The propos
[第一頁][上頁]1[次頁][最末頁]目前在第 1 頁 / 共有 03 筆查詢結果