由支承结构体系与面板组成的、可相对于主体结构有一定位移能力、不承担主体结构所受荷载的建筑外维护结构或装饰性结构称之为建筑幕墙。
Curtain wall is made up of supporting structure and panel, which is moveable from the main structure and can't share load and effects applied upon the structure.
为了合理准确估计多维结构的地震位移反应，提出了多维能力谱方法的概念及实施步骤。
In this paper, the fundamental concept and implementing procedure of multiple capacity spectrum method are introduced for the veracity of estimating the displacement demands of multiple structures.
研究结果表明，构造应力对三车道公路隧道的承载能力、破坏形态、位移规律都有很大影响。
The results show that tectonic stresses have influence upon the bearing capacity, the destruction form, and the surrounding rock displacement rule of three lane road tunnel.
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