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花炳燦， 王國儉， 汪從軍
（上?，F(xiàn)代建筑設(shè)計（集團）有限公司，上海200041)[摘要] 實測數(shù)據(jù)是所有結(jié)構(gòu)抗風(fēng)研究的基礎(chǔ)，以2005年麥莎臺風(fēng)下實測位移響應(yīng)為基礎(chǔ)，反演計算臺風(fēng)作用時的等效靜力風(fēng)荷載，通過對比風(fēng)洞試驗結(jié)果，對金茂大廈在強風(fēng)作用下的響應(yīng)及等效靜力風(fēng)荷載進行了較全面的分析，并對風(fēng)剖面、阻尼比等響應(yīng)風(fēng)荷載的參數(shù)進行討論，以此檢驗金茂大廈設(shè)計中所采用的抗風(fēng)設(shè)計參數(shù)的合理性，通過實測數(shù)據(jù)的研究分析為超高層建筑抗風(fēng)設(shè)計提供參考意見。
[關(guān)鍵詞] 現(xiàn)場實測；風(fēng)致響應(yīng)；等效靜力風(fēng)荷載；高層建筑；阻尼比Characteristics of Wind Loads and Wind-induced Response on Jin Mao Tower Under Typhoon Matsa
Hua Bingcan, Wang Guojian, Wang Congjun
( Shanghai Xiandai Architectural Design( Group) Co. , Ltd. , Shanghai 200041)Abstract: Field measurement data are base of the research of wind-resistance on structures. Based on the wind-induced displacement response from field measurement on Jin Mao Tower under the Typhoon Matsa, 2005, the corresponding equivalent static wind loads of Typhoon Matsa were predicted from the calculation model. These results were compared with ESWL from wind tunnel tests. Some parameters such as wind profile, damping ratio were discussed in order to check the reasonableness of wind parameters in the designing Jin Mao Tower.
Keywords: field measurement; wind-induced response; equivalent static wind load; high-rise building; damping ratio
