连接角钢

词组短语

connection angle

与连接角钢相关的网络例句 [注：此内容来源于网络，仅供参考]

As the crane is static the mast sections are directly fishplate onto the 4 fixing angles corresponding to the mast type used.

由于该起重机是固定式的，其塔节与四根固定角钢呈鱼尾形连接，而角钢的形式又与塔身类型相对应。

The main results of this study includes: 1 The stiffness and moment capacity of minor axis connected joints are related to displacement and failure mode of connection components.

弱轴顶底角钢连接作为一种典型的半刚性连接，具备良好的变形能力、一定的弯矩承载能力和钢材屈服后的塑性强化能力。

Moment-rotation relationship of semi-rigid beam-to-column minor axis connections was researched through experimental tests, theoretical analysis and finite element analysis in this study.

本文用试验、力学理论分析和有限元分析三种方法对钢框架梁柱弱轴顶底角钢连接的抗弯性能作了研究，主要工作包括： 1。

Through pseudo-static test s of minor axis semi-rigid connections with angles,mechanical performance and damage mechanism on two types of minor axis semi-rigid connections with top and seat angles were analyzed systematically.

通过顶底角钢与H型钢柱弱轴连接节点的伪静力试验，分析了两种弱轴顶底角钢连接节点在循环荷载作用下的受力性能和破坏机理。

Based on classical theory of mechanics, analytical procedure was developed to predict initial stiffness, plastic stiffness and plastic ultimate moment capacity of top-and-seat angle minor axis connections.

根据本文的理论计算结果，使用三参数幂函数和指数函数两种数学模型模拟了钢框架梁柱弱轴顶底角钢连接的弯矩—转角曲线，理论分析得出的数学模型和试验结果吻合较好。

Location of the rotation center and contact frication state of connection components were another objective of this study. FEM analysis fit well with test results.

有限元参数分析表明，在影响角钢连接刚度和承载力的诸多因素中，角钢的厚度、梁的高度、螺栓的位置和柱腹板(或本文新型连接的T形件翼缘)的宽厚比、螺栓直径和预拉力大小影响较明显，其中角钢厚度影响最大。

The connections studied herein were top-and-seat angle connection, including minor axis web connection and two type new connections designed according to the force-displacement character of minor axis joints.

进行了三种类型的梁柱弱轴角钢连接共9个试件的单调加载试验，其中两类试验试件采用本文根据梁柱弱轴连接节点受力变形特点设计的新型连接形式。

After verification of FEM, 45 species of 15 series are computed. The major parameters including slippage coefficients, pretensions forces, dimensions of angles, arrangement of bolts, connection method among angle, beam web, column flange, and so on are studied. Some important conclusions are drawn.

主要研究了摩擦系数、螺栓预拉力、螺栓线到与柱连接角钢肢背的距离、螺栓直径及级别、梁长、螺栓排列布置、梁高、柱翼缘厚度、角钢厚度、角钢长度、梁腹板只与角钢肢尖相焊接、钢材强度、角钢与梁柱均栓接、角钢与柱焊接与梁栓接、角钢与梁柱均焊接等参数对腹板双角钢梁柱连接滞回性能的影响，得出了一系列重要的结论。

After verification of FEM, 45 species of 15 series are computed. The major parameters including slippage coefficients, pretensions forces, dimensions of angles, arrangement of bolts, connection method among angle, beam web, column flange, and so on are studied. Some important conclusions are drawn.At last, Advices for seismic design based on tests and FEM analysis are presented at last. The study is rather comprehensive and systematic, and the conclusions. can be useful for revising design code, guiding design of engineering, and provide good basis for further to study behavior of shear beam-to-column connections.

主要研究了摩擦系数、螺栓预拉力、螺栓线到与柱连接角钢肢背的距离、螺栓直径及级别、梁长、螺栓排列布置、梁高、柱翼缘厚度、角钢厚度、角钢长度、梁腹板只与角钢肢尖相焊接、钢材强度、角钢与梁柱均栓接、角钢与柱焊接与梁栓接、角钢与梁柱均焊接等参数对腹板双角钢梁柱连接滞回性能的影响，得出了一系列重要的结论。

In this thesis a two-dimension nonlinear finite element program for steel frame with semi-rigid connections compiled successfully. This program considered connection geometrical nonlinear and the influence of the shearing deformation.

本文在参照国内外大量文献资料的基础上，编制了有限元计算程序，针对双腹板、顶底角钢半刚性连接节点和刚性连接钢框架做了对比分析。

与连接角钢相关的网络解释 [注：此内容来源于网络，仅供参考]

tie angle bar：联结角钢

tie beam 封舱闩条 | tie angle bar 联结角钢 | tie angle bar 连接角钢

tie angle bar：连接角钢

tie angle bar 联结角钢 | tie angle bar 连接角钢 | tie bar 联结角钢系杆

angle cleat：连接角钢;短角钢

angle change 角变 | angle cleat 连接角钢;短角钢 | angle cutter 角铁切割机

angle cleat：连接角钢

angle clamp 角夹 | angle cleat 连接角钢 | angle closer 镶边砖石

cockscomb：鸡冠形刮刀

cockloft 阁楼 | cockscomb 鸡冠形刮刀 | cocnnection angle 连接角钢

angle cutter：角铁切割机

angle cleat 连接角钢;短角钢 | angle cutter 角铁切割机 | angle fillet 角钢嵌条;三角焊缝

Lagan：系浮标的投弃货物

lagadjustment 滞相调整 | lagan 系浮标的投弃货物 | lagangle 滞后角 连接角钢

tie beam：舱盖压条

tie bar 系杆;连接角钢 | tie beam 舱盖压条 | tie beam 封舱闩条

Double Angle beam-to-column Connection：螺栓-角钢梁柱连接

顶底角钢半刚性连接:top and seat angle with semi-rigid joint | 螺栓-角钢梁柱连接:Double Angle beam-to-column Connection | 上隅角:top even angle

lag bolt：短螺栓,方头螺栓,木螺栓

lag angle ==> 滞后角,连接角钢 | lag bolt ==> 短螺栓,方头螺栓,木螺栓 | lag characteristic ==> 落后特性,延迟特性