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    趙西安
    （中國建筑科學(xué)研究院建筑結(jié)構(gòu)研究所 北京 100013）

[提要]  本文敘述了玻璃幕墻結(jié)構(gòu)抗震和抗風(fēng)設(shè)計(jì)方法，主要內(nèi)容為：幕墻抗震與抗風(fēng)設(shè)計(jì)的基本原則；幕墻上作用的荷載和地震、溫度作用；玻璃、鋁合金的力學(xué)性能和強(qiáng)度設(shè)計(jì)值；玻璃幕墻各構(gòu)件的承載力計(jì)算方法以及幕墻與主體結(jié)構(gòu)的連接構(gòu)造設(shè)計(jì)。
[關(guān)鍵詞]  玻璃幕墻 結(jié)構(gòu)設(shè)計(jì) 抗風(fēng) 地震作用  溫度 建筑規(guī)范

In this paper, according to《Technical Code for Engineering of Glass Cutain Wall》(1995, PRC), the method for design of glass cutain wall structure has been presented, its main contents are included as follows：
    1. The general principles of wind-resistant and earthquake-resistant design of glass cutain wall;
    2. The design values of wind load, seismic action and temperature action;
    3. The mechanical behavious of materials for glass, aluminium extrusion and sealants;
    4. The design formulae for glass panels, beams, columns and structural sealants;
    5. The design of connections for curtain wall with main structure.
Keywords: glass cutain wall; structure design; building specification; wind resistant; seismic action; temperature