capacity n. 1.包容力,吸收力,收容力。 2.容积,容量;【电学】电容,负载量。 3.能力,才干,本领;性能,机能。 4.地位,资格,身分。 5.【法律】法定资格,权力,权能。 6.生产额;(最大)产量[生产力]。 measures of capacity容积,容量。 a mind of great capacity度量大的人。 the crop capacity作物(最大)生产力〔单位面积产量〕。 capacity crowd 〔美国〕满座的观众。 be filled to capacity客满。 capacity for heat 热容量。 capacity to action 【法律】诉讼能力。 be in capacity法 律上有资格。 capacity tonnage 载重量,吨位。 capacity house 〔美国〕客满的戏院。 in a civil capacity以市民身分。 in my individual capacity以我个人身分。 in one's capacity as (a critic) 以(批评家)的立场[身分]。 to the utmost of one's capacity尽自己所能。
Rotation capacity of semi - rigid composite beam - to - column joints with flush endplate connections 平端板连接半刚性梁柱组合节点的转动能力
It is necessary that rotation capacity of composite joints is enough for moment distribution of composite beams 为了满足组合梁力矩重分配的要求,足够的节点转动能力是必需的。
For the top - and - seat angle connections considered in the paper , the large fatigue based plastic rotation capacity can be achieved 对于本文中所研究的顶底角钢连接而言,可以取得较大的塑性转角。
This kind of connection has the combined advantage of shop welding and on - site high - strength bolting , which should have a better energy dissaption and plastic rotation capacity 这种连接具有工厂焊接,工地高强螺栓拼接的综合优势,具有较好的耗能能力、塑性转动能力等优点。
Thus it is necessary to study moment resistance , rotationstiffness , rotation capacity of the joints and the effect of such joints on the behaviour of thecomposite frames 因此有必要对半刚性钢-混凝土组合节点受弯承载力、转动刚度和转动能力及其对框架受力性能影响进行全面的研究。
The calculating method of rotation capacity for semi - rigid composite joints is described in this paper . comparison with test results show that , the introduced calculating model of rotation capacity for semi - rigid composite joints is rational 本文初步探讨了钢-混凝土组合节点极限转动能力下限值的计算方法,经与试验结果比较表明,本文所介绍的组合节点极限转角计算模型是合理的。
Thus it is necessary to study moment resistance , rotation stiffness and rotation capacity of the joints . in this paper , six specimens on end - plate composite beam - to - column joints and two specimens on end - plate composite beam - to - column joints were designed to subject to static load . the factors of m - characteristics about semi - rigid composite joints , including bolts , profiled steel sheeting , beam , column , stiffen rib and reinforcement , are studied 本文设计了6个端板型钢-混凝土组合梁柱节点与2个端板型纯钢梁柱节点,通过对这些试件的静力荷载试验,重点研究了端板型钢-混凝土组合节点的弯矩-转角性能的影响因素,包括高强螺栓、压型钢板、型钢梁、型钢柱、加劲肋,以及混凝土板内纵向钢筋配筋率等。