破坏机构 meaning in English
colla e mechanism
collapse mechanism
Examples
- Tests resu1ts show the waff1e slab has near1y the same fai 1ure mode1 as that of the solid s1ab , with the former behaved wel1 than the latter
对比试验表明，均布荷载作用下双向密肋夹心楼盖与实心双向平板的破坏机构十分相似，但前者的受力性能明显优于后者。 - Abstract : in this paper , based on a lot of testing and analyzing results at home and abroad , working principle and failure mechanism of concrete and reinforced concrete are put forward , strength theory - wedge cleaving theory of local pressure of concrete and reinforced concrete are set up , and calculation formula and simplified calculation method of local pressure strength are developed according to extreme balance principle
文摘:本文根据大量试验和国内外资料分析结果，提出混凝土及钢筋混凝土局部承压工作机理和破坏机构；建立混凝土及钢筋混凝土局部承压的强度理论? ?楔劈理论；并根据极限平衡原理导出局部承压理论承载力计算公式和实用计算方法。 - Research has been done on the calculating methods of lateral stiffness and bearing capacity of the frame . according to experimental studies , finite element analysis and theoretical analysis , it develops to calculate lateral stiffness of frame with special - shaped columns of greater height - width ratio by using frame with rigid zones , and considering shear deformation of beam and columns . without considering the torsion of the whole structure , assuming the special - shaped column in the rc frame is flexural failure under uniaxial eccentricity force , putting forward the calculation method of flexural strength of special - shaped columns and the shear strength in a story for r . c
对异形柱框架分别按普通框架和壁式框架进行分析，并与空间有限元分析结果和试验结果进行比较，提出了异形柱框架结构侧向刚度的计算方法；在整体结构不产生扭转且异形柱为弯曲破坏的假定下，提出了异形柱的受弯承载力及受剪承载力计算公式；提出了根据异形柱框架结构的破坏机构确定其楼层受剪承载力的方法。 - As for the simply - supported slabs , the influence of the specimen fire proof properties is tested under the different concrete intensified degrees , under the different thickness of cover and under the different concrete quota . as far as the three - span continuous slabs are concerned , a series of analysis are conducted , including the specimen internal force redistribution under the different fire condition , the specimen deformation properties , features of the specimen destroying mechanism and the fire proof capability under the various condition
对简支板，考察了不同混凝土强度等级、不同的钢筋保护层厚度、不同配筋率等对构件抗火性能的影响；对三跨连续板，考察了不同受火工况下构件的内力重分布变化情况、构件的变形性能以及构件破坏机构的特点；分析了各工况下构件的抗火性能的差异。 - This dissertation generalizes the test on the full - scale reinforced concrete simply - supported slabs and three - span continuous slabs under fire at the normal loading condition . the conclusion can be drawn from the test about the deformation of the both kinds of slabs and the specimen section temperature distribution . meanwhile , the failure modes , mechanism and internal force redistribution of the continuous slabs are analyzed
本文对足尺钢筋混凝土简支板、三跨连续板进行了恒载下的受火试验研究，通过试验，给出了钢筋混凝土简支板和连续板在高温下的变形、构件截面温度分布规律；分析了连续板的内力重分布和破坏机构的特点。