查询词典 under load
- 与 under load 相关的网络例句 [注:此内容来源于网络,仅供参考]
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The method which is used to measure and compute moment, yield and turning angle by steel bar gauge is introduced in detail. According to the measuring results, the horizontal critical load of the testing pile is 120 kN. The steel bar gauge measuring results show that the largest moment is located in the depth from 2 m to 3 m under the horizontal load, it transfers to the deeper location with the increase of the horizontal load, and the bend distortion only occurs in the upper of 1/3 pile length.
结合实际工程详细地介绍了利用钢筋计测试水平荷载作用下桩身弯矩、挠度和转角分布的方法,根据桩顶位移和钢筋内力测试结果判定试验桩的水平临界荷载为120 kN;根据钢筋计测试结果可知,在水平荷载作用下,桩身最大弯矩截面位于在地面以下2~3 m处,且随着荷载的增大最大弯矩截面逐渐向深部转移;发生弯曲变形的部分主要是桩长1/3以上的桩体,而其下的桩体几乎不发生变形。
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Through calculation and analysis of static modal under dead load, live load and water load, we derived the non-seismic internal force and deforming of the structure.
通过对静力模型在恒载、活载和水荷载作用下的计算和组合,得到了结构非抗震设计的内力和变形。
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At last, 2KVA - experimental prototypes of AC power supplies of multiple-loop analog and digital control system have been made. Fast dynamic response and load compatibility have been verified by the experiment of step change in the load and under rated full-wave diode bridge rectifier load.
最后各研制了一台2KVA的多环模拟控制系统逆变电源实验样机和数字化控制系统逆变电源实验样机,切换负载实验和负载适应性实验分别验证了逆变电源系统具有良好的动态性能和负载适应性。
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In this paper, the limit load of buried pipe, that is used in Nanjing city nature gas using engineering, was studied by finite element analysis under various groundsill character, pedestal angle and ground pressure, and the risk assessment for this piping was performed. The limit load of buried pipe was measured by experiments. The research contents and results were as follows:(1) With FEA method, the effects of various groundsill character, pedestal angle and ground pressure on the limit load of buried pipe were studied.
本文主要针对南京市城市天然气利用工程的埋地管道,研究其在不同地基性质、支座包角和地面载荷情况下的极限载荷,并进行了试验研究,同时进行了风险评价,主要研究内容与结论如下:(1)通过有限元计算分析,研究了不同地基性质、支座包角和地面载荷对埋地管道极限载荷的影响。
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Tests of three interior and three edge slab-column connections are studied in this paper. The properties of connections under vertical load and lateral reversed load are analyzed. The load-displacement hysteretic curve, development of crack, energy dissipation capacity and failure mode of slab-column connections are studied.
本文首先进行了六个板柱节点在竖向剪力和低周反复荷载作用下的试验研究,探讨了节点不平衡弯矩、板厚、柱截面尺寸、板配筋率等对节点受力性能和抗震性能的影响,分析了节点的荷载-位移滞回曲线、裂缝开展、延性性能和破坏形态等。
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This design after determination frame layout, has carried on the level first the load generation of tabular value computation, extracts the wind load with the D value law the function, then uses the bending moment two methods of distribution to calculate the vertical load under the function structure endogenic force, and discovers most disadvantageous group of or a several group of endogenic force combination.
本设计在确定框架布局之后,先进行了层间荷载代表值的计算,用D值法求出风荷载的作用,接着用弯矩二次分配法计算出竖向荷载作用下的结构内力,并找出最不利的一组或几组内力组合。
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This design after determining the frame layout, has carried on the level the first load generation of tabular value computation, extracts the wind load with the D value law the function, then uses the bending moment two methods of distribution to calculate the vertical load under the function structure endogenic force, and discovers most disadvantageous group or a several group of endogenic force combination.
本设计在确定框架布局之后,先进行了层间荷载代表值的计算,用D值法求出风荷载的作用,接着用弯矩二次分配法计算出竖向荷载作用下的结构内力,并找出最不利的一组或几组内力组合。
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Sample 1 had no phenomenon of pulling-out and debonding of fibres under vertical compression load and the interface bonding intensity is strong between the fibres and the matrix. The material shows brittle fracture: if σ(subscript ⊥)=60.7MPa. However, sample 1 has the phenomenon of fibres debonding because of the shearing stress between the fibres and the matrix under parallel compression load. The material shows tough fracture:σ(subscript ∥)=52.6 MPa.
试样l在垂直纤维层方向压缩载荷作用下,没有出现纤维的拔出、脱粘等现象,界面结合较强,材料呈现脆性断裂:σ=60.7MPa;而在平行纤维层的压缩载荷作用下,纤维与基体存在剪切作用,存在纤维的脱粘,试样呈现韧性断裂:σ=52.6MPa。
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Torsion would be produced when curve beam under self-weight load, and, torsion and radial force would be produced when structure under prestress load. Such forces would brought prominent side reactions.
在施工阶段和运营阶段,就曾发生过梁体侧向倾覆、支座脱空,墩柱开裂、梁体体侧移以及腹板侧向崩裂等曲线梁结构侧向效应病害,这是技术人员对曲线桥特性把握不够造成的。
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It comprises an A.C three-phase asynchronous motor, an electromagnetic slip coupling and controller. It is usually used under a constant torque load and is particularly suitable for the use under the load with a decreasing torque such as the centrifugal pump and blower, etc. featuring evident energy-saving efficiency.
它由Y系列三相交流电动机、电磁转差离合器和控制器组成,电磁调速电动机广泛用于恒转矩负载场合,特殊适宜在递减转矩负载中使用,有较明显节电效果。
- 推荐网络例句
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I can not make it blossom and suits me
我不能让树为我开花
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When temperatures are above approximately 80 °C discolouration of the raceways or rolling elements is a frequent feature.
当温度高于 80 °C 左右时,滚道或滚动元件褪色是很常见的特征。
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The lawyer's case blew up because he had no proof.
律师的辩护失败,因为他没有证据。