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Home > chinese-english > "exterior joint" in English

English translation for "exterior joint"

外接头

Related Translations:
exterior separation:  外部隔距
exterior orientation:  外部定向外定向外方位
exterior quality:  外观品质
exterior clamp:  外对管器
exterior liability:  对外负债
exterior volume:  外在体积
exterior label:  皮士唛旗唛外标记外部标号
veneer exterior:  饰面外墙
exterior space:  外部空间
studio exteriors:  演播室模拟外景
Example Sentences:
1.Experimental investigation of the performance of exterior joints for steel frames under fire circumstance
钢框架边节点抗火性能的试验研究
2.( 3 ) experimental results of interior joints on the top story , exterior joints in the intermediate stories , and knee joints are collected and summerized
对收集到的顶层中节点、中间层端节点以及顶层端节点的国内外试验结果进行了整理分析。
3.For studying seismic behavior of the abnormal exterior joint of reinforced concrete frame , four abnormal exterior joints are tested by the pseudo - static experiment
摘要对4个钢筋混凝土框架异型边节点试件进行了拟静力试验,以研究此类节点的抗震性能。
4.But for a long time , most researches focus on the performance of columns and beams , while neglect the seismic behavior of column - beam joints especially the exterior joints , so the references are very scarce
但长期以来,大多数研究都集中在柱、梁的工作性能上,对梁柱节点,特别是边节点的抗震性能,国内外研究资料很少。
5.Besides , compariative analysis was carried out on ductility and energy comsumption of the interior joints on the top story with 90 ? bent hooks , exterior joints in the intermediate stories with different detailing of longintudinal reinforcement in the columns , and the knee joints with different lap splices in the beam and the column under negative moments . seismic anchorage and lap splices schemes were presented for the longitudinal rebars in the joint core
此外重点对不同条件下中间层端节点梁筋带90弯折锚固端的试验结果、顶层中节点采取不同柱筋构造方案的试验结果以及梁柱负弯矩筋采取不同搭接方案的顶层端节点的试验结果的延性和耗能性进行了对比分析。
6.The shear mechanism , failure mode , deformation capacity , bearing capacity and the reliability of the anchored angle steels of the wrapped steel concrete cast - in - site frame typical story exterior joints under the middle and high axial compression ratio ( n = 0 . 3 , 0 . 5 , 0 . 6 ) , the working performance , failure mode , and the shear capacity of top story joints under the crack moment , the hysteresis characteristic and the dissipation energy capacity of the test joints are all analysed based on the 1 / 4 model pseudo - static tests of five specimens of wrapped steel concrete cast - in - site frame exterior joints , which varied in axial compression ratio , distribution of the beam angle steels and the stirrup ratio
基于上述分析,本次试验通过五个外包钢混凝土边节点1 4比例模型的伪静力试验,以柱的轴压比、梁角钢布置形式、配箍率等为主要参数,分析外包钢混凝土现浇框架一般层边节点在中高轴压比( n = 0 . 3 、 0 . 5 、 0 . 6 )条件下,节点的抗剪机理、破坏模式、变形能力、承载能力和角钢锚固的可靠性;分析了顶层边节点在张开弯矩作用下的工作性能、破坏模式和抗剪承载力;分析了试验节点的滞回性能和耗能能力。
7.Based on the experiment results , the damage form of abnormal exterior joint are summarized , characteristics of hysteresis curve are studied , the effect of stirrup ratio and height of column section and beam section on anti - shear property of abnormal joint are discussed , working mechanism of abnormal exterior joint is researched , the conclusion that the anti - crack and bearing capacity of abnormal joint are studied by analyzing the minor core of abnormal exterior joint is proposed , the basic data is provided for the design formula of abnormal joints
根据试验结果,总结了异型边节点的破坏形态,研究了节点滞回曲线的特征,讨论了节点核芯配箍率、梁柱截面高度变化对异型边节点抗剪性能的影响,分析了异型边节点的受力机理,提出应以“小核芯”为分析单元来研究此类节点抗裂和承载力的建议,为异型节点设计公式的建立提供了基础数据。
8.In this paper , two unbonded prestressed concrete beam - column joint assemblies ( one assemble represents an interior joint while the other is an exterior joint ) are tested tmder combined action of vertical load and reversed cyclic lateral load . based on the analysis of the histeretic force - displacement characteristics ' of these two assemblies , the seismic behavior of connections is explored in followng aspects : transform capacity energy dissipating capacity , ductility and stiffness deterioration etc . based on the development of cracks and strains in the reinforcement etc . , the failure mechanism of the two joints under reversed cyclic load is analyzed
本文进行了两个无粘结预应力混凝土梁柱节点试件(一个中节点、一个边节点)在竖向荷载和低周反复水平荷载共同作用下的试验研究,通过对这两个试件的荷载? ?位移滞回曲线的分析,研究了节点的变形能力、耗能能力、延性和刚度退化等抗震性能。
Similar Words:
"exterior inspection" English translation, "exterior inspection,outer inspection" English translation, "exterior installation" English translation, "exterior interior angles" English translation, "exterior interior relieving prescription" English translation, "exterior label" English translation, "exterior liabilities" English translation, "exterior liability" English translation, "exterior lifting force" English translation, "exterior lighting" English translation