Chinese translation for "支承长度"
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- bearing length
bearinglength
Related Translations:
支承平面: su orting planesupporting plane 支承面: area of bearingbearing facebearing surfacebearingsurfacebinding facecarrying pistoncarrying planecontact surfacegripping facelifting surfacesu orting surfacesupporting areasupporting pisto 支承应力: bearing stressbearingstre 支承角钢: shelf anglesupporting angle steel 支承辊: anvil rollback rollback up rollbacking rollbacking up rollsupport rollsupporting rollertrack carrier rollers
- Example Sentences:
| 1. | Effective supporting length at end of beam
梁端有效支承长度46 | | 2. | Limiting value for supporting length
支承长度限值47 | | 3. | Local stress distribution and effective supporting length on beam pan measuring
梁端垫块局压应力分布及有效支承长度测定 | | 4. | Bearing can support the force with large length . independent bearing assembly has lubricating slots on both the top and bottom of it making repairs and maintenance convenient
轴承支承长度大，承载性能更好；轴承座为独立式，没有上下注油通道，操作、维护方便。 | | 5. | Floors were plate with the main structure ( beam ) link , the length of anchor support should comply with the design requirements and should be less than 50 mm , will be a reliable link anchor pieces , location should meet the design requirements
组合楼板中压型板与主体结构（梁）的连接，其锚固支承长度应符合设计要求且应小于50 ? ，端部锚固件连接应可靠，设置位置应符合设计要求。 | | 6. | Through the experimentation for the physical performance of cfpb masonry under local compression , the author has observed the deformation and failure of cfpbm . based on the mathematical statistics and regression analysis of the experimental data , the author derived a feasible and common formula for counting the cfpbm ' s local compression strength regarding the different local compression locations , analyzed stress distribution of local bearing masonry under beams end , and provided the calculating formula on effective supporting length of beam end in brick masonry . as the results of experiments demonstrate , owing to the cfpb ' s own holes " system , the beneficial effects , the bounding effect of surrounding masonry and the spread effect of force , have not developed completely
试验结果分析表明：由于多孔砖自身的孔洞结构，砌体内部的围箍作用和力的扩散作用未得到充分发挥，局压强度虽较轴心受压强度有所提高，但仍低于同情况下实心砖的局压强度；当有上部荷载作用时，对砌体局压有利的悬臂卸荷作用和内拱卸荷作用均不明显，因此在推导梁端局压强度计算公式时，未考虑此可能存在的有利影响，计算偏安全；局压强度提高系数公式除采用规范公式（二项式）的表达式，还用对数式进行了回归推导，得到了一个较为普遍的公式；论文还对梁端局压的梁端有效支承长度计算公式进行了回归推导。 | | 7. | In this paper , the three level fortification criterion , two stage design method and the elastic response spectrum theory are adopted , and the program of nba ( the program of nonlinear - aseismic analysis for beam bridge ) is used to calculate . through gathering , analyzing and calculating a lot of bridge design materials , this paper induces a simple way to calculate the relative displacement of the beam and the pier , and then according to the current design method , it concludes a better design principle of the supporting length of the beams . at the same time the dynamics is adopted to put forward the design method of the carrying capacity and the lengthen of prestress wire ( steel bar ) falling - off prevention structures of highway bridges
本论文采用三水准设防、两阶段设计方法、弹性反应谱计算理论，运用桥梁结构非线性地震响应分析程序nba ( theprogramofnonlinear ? aseismicanalysisforbeambridge )进行计算；通过收集大量的实桥设计资料，经分析计算，归纳总结出计算上下部结构相对位移的简便计算方法；并综合国内外的经验值，提出梁的支承长度se的设计原则；同时运用动力学突加荷载的原理，推导分析了预应力钢绞线式(钢棒连接式)落梁防止装置设计承载力的计算方法和设计伸长量s _ f的取值；最后本文通过实桥计算，说明了落梁防止系统设计的方法。 |
- Similar Words：
- "支承表面" Chinese translation, "支承舱壁" Chinese translation, "支承槽" Chinese translation, "支承层" Chinese translation, "支承层 承重层 持力层" Chinese translation, "支承长度限值" Chinese translation, "支承车轴" Chinese translation, "支承衬管" Chinese translation, "支承衬套" Chinese translation, "支承大梁" Chinese translation
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