1) point bearing deformed bend slab bridge
点支承异型弯板桥
1.
The paper makes the calculation analysis of the space bend, slope and skewed solid slab bridges taking as the tool of Midas/Civil large type structural analysis finite element software in accordance with the actual structural characteristics of point bearing deformed bend slab bridge on ring road of Beijing Xizhimen inside.
根据北京西直门内部环路点支承异型弯板桥的实际结构特点,以 Midas/Civil大型结构分析有限元软件为工具,对空间的弯、坡、斜实体板桥进行了计算分析,提出板桥设计断面的确认及支座模拟参数,并提出了人行车道面、沉降组荷载工况、包络工况的设计概念。
2) special-typed plate girder bridge
异型板桥
1.
On the basis of statics experiment in the model of special-typed plate girder bridge, by the method of medium-thickness plate element, this paper analyses the dead load features of the special-typed plate girder bridge.
在异型板桥模型的静力试验基础上，采用中厚板元法对异型板桥的静力特性进行了分析，结果和试验结果符合较好。
3) deformed flat slab bridge
异型平板桥
1.
The paper introduces the calculation method used in the design of the deformed flat slab bridge, and develops the calculation formula of the reinforcement moment.
本文介绍了异型平板桥的设计计算方法 ,推导了配筋弯矩的计算公式 ,并概述了此种结构受力特点和构造要
4) six point-supported glass panels
六点支承玻璃板
1.
However,in current technical code for glass curtain wall engineering and technical specification for point supported glass curtain wall,the design formulas for the stress and deflection of six point-supported glass panels are not included.
点支承玻璃幕墙结构多采用四点支承玻璃板,当玻璃板的跨度过大时,可采用六点支承板,而现有的《玻璃幕墙工程技术规范》(JGJ 102-2003)及《点支式玻璃幕墙工程技术规程》(CECS 127:2001)并未给出六点支承玻璃板应力及挠度的设计计算公式。
6) rectangular plate supported at points
点支承矩形板
补充资料：长春冷弯型钢总厂生产的异形冷弯型钢
长春冷弯型钢总厂生产的异形冷弯型钢
长春冷弯型钢总厂生产的异形冷弯型钢
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条