Chinese translation for "破坏荷载"
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- breaking loading
collapse load
collapsing load
crippling load
destroy load
failing load
failure load
failure lood
fracture load
fracturing load
load at failure
rupture load
ruptureload
ultimate lead under three-edge bearing test
Related Translations:
破坏线: failure linerupture line 破坏征兆: signs of breaking up 破坏防守: désorganiser la défense adverseto disorganize the defenceto disorganize the defense 局部破坏: fractional damagelocal collapselocal destructionlocal failurelocal rupture 早期破坏: initial failpremature failure
- Example Sentences:
| 1. | The relations of m - r , initial stiffness , the yield strength , failure models , ultimate strength , seismic behaviors and characteristic of dissipation of energy were gained in this test
通过试验得到了各种连接在循环荷载作用的m - _ r关系、连接初始刚度、连接屈服荷载、破坏形式、破坏荷载、抗震性能和耗能特性。 | | 2. | The relations of m - r , initial stiffness , the yield strength , failure models , ultimate strength , seismic behaviors and characteristic of dissipation of energy were gained in this test
通过试验得到了各种连接在循环荷载作用下的弯矩?转角关系、连接初始刚度、连接屈服荷载、破坏形式、破坏荷载、抗震性能和耗能特性。 | | 3. | With the method , each mechanical stage of this kind of structure could be simulated and calculated including crack moment , ultimate strength , stresses and deflections of all stages more precisely
利用该方法可以对结构的各受力阶段进行模拟计算，得出各阶段预弯钢梁、一期混凝土、二期混凝土的应力和结构变形，并能计算出预弯组合梁的开裂荷载和极限破坏荷载。 | | 4. | No bad effect on concrete strength is found within a certain range of amplitude . the ultimate loads of vibration members are not lower than those of normal ones am , when vibration frequency is below 40hz and maximum vertical displacement is within 0 . 2mm
在一定的振幅范围内，对混凝土强度没有不利影响，当激振频率在40hz以下，最大竖向位移振幅在0 . 2mm以内，受振与非振构件相比较，其破坏荷载值没有降低。 | | 5. | Based on the destructive test of certain old pre - stressed concrete hollow slab after structural strengthening by cfs , the destructive mechanism and ultimate bearing capacity of old pre - stressed hollow slab after structural strengthening is being researched , which is useful for the strengthening design of old bridge and solvating of single slab problem
摘要通过某已使用10年的旧桥预应力混凝土空心板受拉区碳纤维布加固后的破坏荷载试验研究，对受拉区加固后的旧桥预应力混凝土空心板的破坏机理、变形性能及极限承载能力等进行了研究，为旧桥预应力混凝土空心板的加固设计及单板受力问题的分析解决提供了试验依据。 | | 6. | Speaking in detail , for every specimen , we study the for of the cracking load , yield load and failure load ; the ductility property ; the property of hystersis curvs and keleton - frame curves ; the degree of initial stiffess and stiffness degadation . secondly , the two different suo nlgn use ltslaences ， wmcn are ootll shear wsll sttllctlllt ， are tab6n as instanop the shear ’ wsi is oin 卜 hot8qopo inww 田 l ！ s ot 以 j 口 willo 地 劝 忧 地 epo o odod sqo8qopt solidndls ofr c l w means or0 卜 0nm elemem ana 吹 lsptwtodd ’ mlmwe m 加 柏 mm are d an 邑 以 胡 a ann compcomparen in severm es 叮 wsllcll as scu 一 阳 i 朗 l p 一 ndnd mdede so ess d laterm seimic e anu so on ’ inatty ， tiep 训 颁 oility of hollow shear wal of rc in d suo ra use reslaences s ant l
首先研究在低周反复水平加载试验下试验对象的强度、变形和能量的特性：开裂荷载、屈服荷载、破坏荷载；各试件的滞回曲线和骨架曲线；延性情况；初始刚度和刚度退化等参数：进而用satwe有限元程序分析对比了某一小高层剪力墙结构在采用空心剪力墙板和采用普通实心剪力墙作为墙体的结构受力异同点，在质量、主振型、刚度、水平地震效应等方面做了对比。 | | 7. | Block wall is supposed as a uniform material and having same properties in every direction , and its relation of stress - strain adopts the model of zhejiang university structure lab . aided by ansys , eight types of walls under level load have been nonlinear analyzed and achieved the cracking , extreme load , cracks location and form respectively . the simulation results show great agreement with experiment results
将砌块砌体材料做匀质、各向同性处理，采用浙江大学结构工程研究所推荐的砌块砌体非线性本构关系，利用ansys中的混凝土单元solid65模拟砌块砌体和钢筋混凝材料，共对八种类型墙体进行了非线性有限元模拟分析，分别得出了各种墙体的初裂、破坏荷载、裂缝开展情况、应力、位移等结果，初裂、破坏荷载和实测值相差不大，模拟的初始裂缝位置、形式以及裂缝开展情况与实验结果比较吻合。 | | 8. | In the test , two frames with the same size which is one - half of the reality frame ' s size and the same reinforcement were designed and made firstly . one frame is made of schsc named sf ; the other is made of nhsc named nf . secondly , the mts loading system was used to put the two frames under low - cyclic loading
实验结果表明：自密实混凝土框架正向屈服荷载、极限荷载和破坏荷载均较普通混凝土的大而其相应的位移却相当；两榀框架的破坏形式都是弯曲破坏，且两者荷载-位移的滞回曲线与骨架曲线非常相似；自密实混凝土框架的延性系数略高于普通混凝土框架，两者的耗能能力基本相当。 | | 9. | Strengthen step should be taken to improve the crack load . new joint s failing load is littleer , but the traditional joint is completely brirtleness damage , consume energy term almost does not exist , not benefit for anti - seismic capability . the new joint has a little plate or a descent length , it s consume energy capability is better than the traditional joint , anti - seismic capability is better
新的连接形式和传统连接形式相比较破坏荷载偏低，但是当达到破坏荷载时，传统连接为完全脆性破坏，几乎没有耗能段，不利于抗震，而新的连接形式却有一段较小的平台或下降段，所以它的耗能能力较传统连接要好一些，抗震性能好。 | | 10. | The mechanism of reinforcing steel bar under the press or pull is researched and the characteristics under the pull - press cyclic loading is studied in composite foundation . it shows that the stress concentrating on the reinforcing steel bar and the increasing stress can be seen with the increasing of cyclic times . residual strain always exists after unloading without considering the size of pullout force and increases slowly with the cyclic times
探讨了复合地基中抗拔钢筋的受压受拉机理及在拉压循环荷载作用下的性状，研究发现，随拉压循环次数的增加，应力向钢筋集中，钢筋承受的压力随着增大；无论上拔力大小，卸载后都有残余变形，并随着拉拔循环次数的增加而缓缓增加；抗拔碎石桩破坏性状明显，可明确的得到抗拔碎石桩的破坏荷载。 |
- Similar Words：
- "破坏工作" Chinese translation, "破坏公共秩序罪" Chinese translation, "破坏光线" Chinese translation, "破坏规则" Chinese translation, "破坏过程" Chinese translation, "破坏荷重" Chinese translation, "破坏核心" Chinese translation, "破坏和排除效率" Chinese translation, "破坏和平的人；扰乱治安者。" Chinese translation, "破坏和平与稳定" Chinese translation
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