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silica brick中文是什么意思

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用"silica brick"造句"silica brick"怎么读"silica brick" in a sentence

中文翻译手机手机版

  • 硅酸监砖
  • 硅酸盐砖
  • 硅砖, 石英砖
  • 矽砖

例句与用法

  • Phase quantitative analysis of silica bricks . x - ray diffraction method
    硅砖定量相分析. x射线衍射法
  • The superduty silica brick for glass furnace
    玻璃窑用优质硅砖
  • Refractories for use in coke ovens - silica bricks - requirements and testing
    焦炉用耐火材料.硅土砖.第1部分:要求和检验
  • Clay bonded silica brick
    粘土结合的硅砖
  • Carbonizing silica brick
    渗碳硅砖
  • The wall was equaled to an elastic composite slab with silica bricks as main body and concrete rib beams , columns and outer frame as reinforcing fiber . ( 2 ) elastic - plastic stage . the wall was equaled to a rigid frame - oblique compression bar model in which concrete frame was equivalent to a rigid frame while silica brick was equivalent to a oblique compression bar
    ( 1 )弹性阶段? ?将墙体视为一种以轻质砌块为基体,混凝土肋梁、肋柱、外框为增强纤维的复合材料等效弹性板; ( 2 )弹塑性阶段? ?将墙体视为一个由钢筋混凝土刚架和与之铰接的砌块等效斜压杆组成的刚架斜压杆组合模型; ( 3 )破坏阶段? ?将墙体视为肋梁严重破损的梁铰框架模型。
  • Though much progress has been achieved in previous study , there still remains a lot to be studied and perfected . the thesis is devoted to study on the multi - ribbed slab wall , the main bearing member in mrss , including its mechanism , failure mode , aseismic capability , mechanical models , ultimate bearing capacity and aseismic design based on control . the paper mainly accomplished such work as follows : 1 ) based on test research on multi - ribbed slab wall , the paper proposed the member ' s failure modes under horizontal loads , analyzed the co - performance between the inner frame and the infilled silica bricks and that between the slab and the outer frame , discussed the wall ' s bearing capacity , rigidity , deformation , ductility and energy dissipation ability in different modes , and put forward a simplified mechanical model of the slab wall under vertical loads
    本文针对密肋壁板结构的主要受力构件? ?密肋复合墙体为研究对象,就其受力机理、破坏模式、抗震性能、三阶段力学模型、极限承载能力以及基于控制的抗震设计方法等进行了较为详细的研究,完成的主要工作有: 1 )通过对密肋复合墙体在水平低周反复荷载和单调荷载作用下的试验研究,提出了墙体的主要破坏模式;分析了框格与内部填充砌块、墙板与外框的共同工作的受力特点;探讨了不同破坏模式情况下墙体的承载能力、刚度、变形、延性、耗能等抗震性能,并给出了竖向荷载作用下密肋复合墙体的简化力学模型。
  • Based on tests of nine 1 / 2 - scaled model slabs under vertical loads , the paper analyzed load - deformation curve and proposed limit value of height - width ratio under axial loads . 2 . based on aseismic tests , the paper put forward a model of concrete frame , silica brick and a combination of the two , proposed that the silica brick works as a 45 compression bar , analyzed the factors which may influence bearing capacity of the slab and advised a formula including the numbers of bays and of storeys of the frame
    通过对墙板模型的抗震性能试验研究,建立了由钢筋混凝土框格、砌块以及两者协同作用三个部分组成的承载力极限状态下的理论简化计算模型;提出了墙板中填充块等效斜压杆宽度按45度计算的统一量化标准;分析了影响墙板承载力的主要影响因素,给出了表达墙板框格层数和跨数不同的斜截面承载力实用设计计算公式。
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