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    伍朝暉  孫柏林
    （北京市建筑工程研究院  100045）

[提要]  結(jié)合一具體工程介紹了復(fù)雜平面、超長(zhǎng)跨度的框架結(jié)構(gòu)溫度應(yīng)力的測(cè)試工作及計(jì)算分析。分析的數(shù)據(jù)表明，溫度變形對(duì)無(wú)縫超長(zhǎng)結(jié)構(gòu)起控制作用，構(gòu)造上可采取施加預(yù)應(yīng)力和隔熱等措施來(lái)控制溫度變形，保證結(jié)構(gòu)安全。內(nèi)容可供工程設(shè)計(jì)參考。
[關(guān)鍵詞]  混凝土結(jié)構(gòu)  超長(zhǎng)結(jié)構(gòu)  溫度應(yīng)力  傳感器  測(cè)試

The test and calculation analysis of temperature stress of a frame structure with complex plane and super-length span are introduced in detail. Some useful data are presented and can be referred in design. The results show that the temperature deformation control the behavior of super-length frame structure, and some measures, such as prestresslng, heat insulation, may be taken for the structural security.
Keywords: concrete structure; super-length structure; temperature stress; dector; test