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arch相关的网络例句
与 arch 相关的网络例句 [注:此内容来源于网络,仅供参考]

The Zhaozhou Bridge is characterized by "open-shoulder", that is, in the arch of the two re-open on the shoulders of small arches, stone arch bridge structure is the most advanced one.

而赵州桥的特点是&敞肩式&,即在大拱的两肩上再辟小拱,是石拱桥结构中最先进的一种。

The introduction of common dieases and treatment measures of brick and stone masonry arch bridge in Guangxi region has some meaning of use for reference for the daily conservation management and maintenance of arch bridge.

通过介绍广西地区砖石圬工拱桥的常见病害及常用的病害处治技术,对加强拱桥的日常养护管理及维修有一定的借鉴意义。

The article uses the plane simplifying calculation method and the space finite element method to analyze the bearing characteristics of the arch rib when the concrete is poured into the steel pipe and the batten plate chamber of truss type steel pipe concrete tied arch bridge.

采用平面简化计算方法与空间有限元方法对桁架式钢管混凝土系杆拱桥灌注钢管及缀板腔内混凝土时拱肋的受力特性进行了分析。

Reinforced concrete arch bridge is a especial structure of railway bridge. There is less studies on continuous welded rail on arch bridge at home, so we need embedded studies its portrait force and Stability.

钢筋混凝土拱桥为铁路桥的特殊结构形式,国内对拱桥上无缝线路的研究较少,因此需要对其的纵向附加力及稳定性进行深入地研究。

The main, sub-beam handover, the first main beam arch camber, arch camber beam after the meeting.

主、次梁交接时,先主梁起拱,后次梁起拱。

An application of conjugate gradient method to fit concrete creep coefficient is in good agreement with experimental results. 4. There are 8 CFST members bearing capacity tests with different initial stress factor and eccentric distances having been launched. 5. A generalized analysis program which could be considered steel tube initial stress influence of CFST arch bridge is developed. The correct and accuracy of the program were verified by the experimental results of the axis, eccentric compression initial stress CFST member and a model of CFST arch bridge.

应用共轭斜量法拟合混凝土徐变系数,拟合结果与试验值吻合良好; 4、开展了8根不同初应力系数和偏心距的钢管混凝土初应力构件承载力试验; 5、编制了钢管混凝土拱桥考虑钢管初应力影响的综合分析程序,程序得到轴心受压、偏心受压初应力试验构件和模型拱桥的验证。

The adaptability of arch dam to geology is more and more high, when the influence of complicated geology is considered, and the widespread used modern calculating methods in engineering, such as the finite element method, is considered during optimization design, the new challenge to old optimization design system of crown cantilever analysis is the full-automatic calculation problem of the different condition, different arch dam parameter, the possibility and the efficiency which were caused by the increments of calculation time.

高拱坝设计对地质条件的适应性要求越来越高,优化设计时要考虑到复杂地质条件的影响,最好采用已被工程界普遍接受的有限单元法等现代计算方法,这对以拱梁分载法为主的拱坝优化设计体系提出了新的挑战,除了需要解决不同条件、不同拱坝参数的全自动计算问题,还要解决由于结构计算时间增加所带来的优化计算的可行性和效率问题。

The posterior length of the dental arch changed significantly (P.001). The maxillary and mandibular arch shapes didn't change before and after treatment.

结果:上、下牙弓宽度在矫治前、后有显著差异(P.05);上、下牙弓长度治疗前、后尖牙长度变化不明显,而第一磨牙长度具有显著性差异(P.001);治疗前、后,上、下牙弓形状无明显变化。

The heritability of maxillary arch length (71.26%) was higher than the mandibular one (31.33%). The intraclass correlation coefficients were similar in dental crowding between MZ and DZ, with the lower in DZ. Low heritability of dental crowding was found in both maxillary (4.73%) and mandibular (10.3%) teeth. Conclusion The maxillary teeth MD, the mandibular teeth MD and the length of maxillary dental arch are controlled under strong genetic factors.

上下颌牙量遗传度较高,上颌为69.97%,下颌为75.73%;上颌牙弓弧长的遗传度(71.26%)明显高于下颌(31.33%);单卵双生子和二卵双生子上下颌牙齿的拥挤度的对内相关系数较为接近,二卵双生子略低,遗传度很低,上颌为4.73%,下颌为10.3%。

Affected by the reverse-curve arch wires, the perpendicular force on the incisors were brought intrusively and on the molars were brought intrusively and distal upright; however, the canines and the bicuspids, in the perpendicular direction, moved along with the transformation of the angle and depth of the reverse-curve arch wires.

采用 ANSYS 有限元软件建立下颌牙列、牙周支持组织以及不同角度、不同弧形深度的0.46 mm ×0.64 mm 不锈钢下颌标准弓形摇椅弓的三维有限元模型,将摇椅弓变形前后的位移差作为荷载施加于有限元模型,通过多次迭代使其满足变形协调条件,计算出牙齿垂直方向的受力情况。

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