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on the beam相关的网络例句

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与 on the beam 相关的网络例句 [注:此内容来源于网络,仅供参考]

At last, based on the theory and test, the aseismatic behaviour of the joints in the middle level of unbonded prestressed concrete flat beam frame is analyzed and discussed in this paper.

最后,本文在理论研究和试验分析的基础上,分析探讨中间层无粘结预应力混凝土扁梁框架节点的抗震性能。

Based on the theory and test, the aseismatic behaviour of the joints in the middle level of unbonded prestressed concrete flat beam frame is analyzed and discussed in this paper.

本文试图在理论研究和试验分析的基础上,分析探讨中间层无粘结预应力混凝土扁梁框架节点的抗震性能。

Based on the results of the tests, there is no obviously different response between bonded and unbonded prestressed concrete flat beam frames.

试验结果表明,有粘结预应力混凝土扁梁框架和无粘结预应力混凝土扁梁框架的各种反应没有显著的差异。

Three-side fire tests of one unstrengthened reinforced concrete beam and five RC beams strengthened in flexure with carbon fiber sheets were carried out to reveal the influences of such factors as thick-layered fire coating thickness, load ratio and CFS-strengthening ratio on the fire resistance of the strengthened beams.

通过一根未加固钢筋混凝土梁及5根碳纤维布抗弯加固钢筋混凝土梁的三面受火试验,探讨厚涂型防火涂料的厚度、荷载比、碳纤维布加固量等因素对碳纤维布抗弯加固钢筋混凝土梁耐火性能的影响。

Based on the contrast experiments of six full-scale non-seismic interior frames joints under low reversed cyclic load,consisting of two strengthened by Gluing Steels,two strengthened by CFRP and two unstrengthened,Contrast analyses were presented including the failure mode,hysteretic loop,and the stress of beam and column s bars,concrete,gluing steels and CFRP.

通过6个足尺框架中节点(2个粘钢加固,2个碳纤维布加固,2个未加固)在低周反复荷载作用下对比试验,对比分析了节点区破坏特性和滞回曲线,以及节点区梁柱纵筋、混凝土、钢板和碳纤维布的应力水平。

The beam starts off lined up with the point exactly opposite on the facing wall.

这束光以直线开始朝着正对面的墙上的一点前进。

It is off much longer than it is on, so that while the beam is off, energy is building up for the next flash, and when it comes , it is a very intense flash, wish a lot of power packed into it.

它灭的时间要比亮的时间长得多,所以在光束灭的期间,就为下一次闪光聚积起能量。而一旦它再亮时,由于也聚积起大量的能量,闪光就十分强烈。

On the safe side, we should use active soil pressure and passive soil pressure to calculate the support strength before T increased. That is RA=EA-EP Among them: RA ………… holding strength EA ………… composite force of active soil pressure EP ………… composite force of passive soil pressure Immediately, flexural torque distribution of enclosure wall can be counted. Mmax is the location of shear force zero. Equivalence beam method abridges. No matter which kind of supporting structure form, the key problem lies in the establishment depth of catch point, severity of support and enclosure wall, penetration depth and pit bottom quality of soil property.

单道锚杆支护结构计算分别采用静力平衡法及等值梁法,根据试算法插入深度t值需先进行假定墙的插入深度确定后来计算支撑力,为了安全起见,可按插入深度增大前的主动与被动土压力合力计算支撑力即 RA=EA-EP 式中:RA …………支撑力 EA …………主动土压力合力 EP …………被动土压力合力随之可求围护墙的弯矩分布,Mmax为剪力为零点的位置,等值梁法的计算略述。

On the basis of ray optics, the theoretical expressions of the collimated beam by a DHCL are derived, and the numerical results are also given.

本文以光线光学为基础,对双半圆柱透镜准直半导体激光束问题进行了系统分析并给出了数值模拟结果。

Fast electrodepositing behavior of nickel was studied by using wire beam electrode , and the effects of different electrode materials and bath on the electrodepositing were discussed.

采用丝束电极研究了金属镍的快速电沉积行为。

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