英语释义

1. an open-web truss with vertical members but without diagonals and with rigid joints

片语

vierendeel truss theory空腹桁架理论

Staggered Vierendeel truss间隔式空腹桁架

vierendeel l truss空腹桁架

laminated mixed vierendeel truss叠层混合空腹桁架

combined arch vierendeel truss组合拱式空腹桁架

vierendeel tubular truss joint空腹桁架节点

vierendeel truss girder空腹梁

Vierendeel staggered truss structures空腹式交错桁架结构体系

英汉例句

• the types and current situations of vierendeel truss transfer structure in high-rise building are introduced.

  简述了多、高层建筑中空腹桁架转换结构的型式及空腹桁架转换结构在多、高层建筑中的应用现状。

• the calculation formulas of successive approximations method of the vierendeel truss are derived by considering horizontal and vertical displacement.

  推导了考虑水平和垂直位移时空腹桁架连续代入法的计算公式。

• the column「s effective length of steel staggered truss systems was studied based on the assumption of rigid diaphragm of floor including vierendeel truss and composite truss arrangement.

  本文在已有研究的基础上假定楼板为平面内无限刚性考虑同层中桁架层对敞开层柱子的支持作用，对空腹式和混合式两种交错桁架体系进行柱子计算长度系数研究。

• the vierendeel trusses are laid above the story with large space, each of which bears the loading of its own floor. so we called it the superimposed vierendeel truss type structure.

  其大跨度层的上层结构为一个个的空腹桁架，它们各自承受本层的荷载，我们称这种结构为叠层空腹桁架结构。

• iterative formulas of nodal rotational angle and lateral deflection of truss panel and fixed-moment in end-fixing vierendeel truss subjected to vertical loads are presented in this paper.

  以位移为未知量，根据平衡条件建立了竖向荷载作用下端部固定的空腹桁架节点转角和节间侧移迭代计算公式与固端弯矩的计算方法。

• in order to conveniently compute the strength of circular hole castellated composite beams with stiffened webs, its simplified formulas were deduced based on the vierendeel truss theory.

  为了简便计算带加劲肋的圆孔蜂窝组合梁的强度，应用空腹桁架理论，推导了计入加劲肋影响的圆孔蜂窝钢-混凝土组合梁强度简化计算公式。

• results indicated that: the bearing load capability of vierendeel truss is the worst. we shouldn」t adopt this structure.

  结果表明，空腹桁架的受力性能最差，除非桁架跨度不大，建筑层数较小且抗震设防要求低，否则不宜采用；

• regarding actual engineering as the back ground, two 1/8 scale large span two storied vierendeel truss transfer structure models were tested.

  以实际工程为背景，设计了两榀1/8缩尺的大跨度叠层空腹桁架转换结构模型。