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英 明， 石 晶， 李 黎， 尹 麟
(現代設計集團上海建筑設計研究院有限公司，上海200041)[摘要] 廈門花園國際大酒店為高層超長混凝土結構，中部不設縫，溫差效應是設計中不可忽略的因素。結合該工程，本文對溫差的計算方法做了詳細的闡述，并對溫差效應下的結構進行了計算，根據計算結果對結構采取了相應的加強措施，以保證結構的安全可靠。最后，提出了超長結構中的溫度應力計算的方法和建議。
[關鍵詞] 混凝土結構；超長結構；溫差效應；溫度應力Calculation and Analysis of Temperature Effect in Xiamen Garden International Hotel
Ying Ming, Shi Jing, Li Li, Yin Lin
( Xian Dai Architectural Design Group, Shanghai Institute of Architectural Design & Research( CO. , LTD.), Shanghai 200041, China)Abstract: Xiamen Garden International Hotel is tall-building concrete structure of overlenth, and there is no dilatation joint in the building, so that the temperature effect is important factor. In this paper, the method of calculating temperature difference is formulated in detail, and the structure has been strengthened because of the temperature effect. Finally, calculation method and suggestion of temperature effect in overlenth concrete structrue have been advised.
Keywords: concrete structure; overlenth structure; temperature effect; temperature stress
