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tie to相关的网络例句

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与 tie to 相关的网络例句 [注:此内容来源于网络,仅供参考]

On the basis of calculation, evaluation indexes are quantified according to the following four conditions: normal state, regular observation, regular warning and urgent warning. Then, the static evaluation threshold value of tie bar is preliminarily determined.

2在计算分析的基础上,将系杆安全评估指标按正常状态、一般观察、一般预警和严重预警四种状态进行量化,初步确定系杆监测系统的静态评估阈值。

The thesis also does the sensitivity analysis related to the input parameters for reliability.Qingxi River Bridge is a down-support Arch Steel Tube Bridge with rigid tie bar, its main span is 90 m.

同时采用相关性原理,分析桥梁的一些不确定因素对可靠度的敏感性,较好地描述了随机变量对桥梁结构影响,同类论文在国内还不多见。

Returning his abode, he undone his belt to tie on the beam and put his neck in

回到自己住处,解下腰带栓在梁上,就往脖子上套去

Returning his abode, he undone his belt to tie on the beam and put his

回到自己住处,解下腰带栓在梁上,就往脖子上套去

According to possible problems in design of multi-pillar pile cap, tension pile ,tie beam,which are all related with pile cap,proper design method is discussed based on author s experience.

针对多柱联合桩承台、抗拔桩及承台、承台间联系梁设计中可能出现的问题,结合个人经验探讨了合理设计方法,并得出在进行抗拨桩的设计时,应特别注意桩与桩之间、桩与承台之间的连接;在联系梁设计中,应根据地质情况和梁跨度,合理选择计算方法的结论。

Analysis of the test results indicates:having been prestressed,the walling with ring beam and tie column not only can increase own anti cracking degree and load bearing ability to some great extent,but also improve evidently own behavior of deformation,ductility and energy consumption.

从我国的国情出发,今后砌体结构仍将是一种应用相当广泛的结构形式。但历次地震的震害表明,这类房屋的抗剪能力和抗变形能力较差,其破坏严重。鉴于此,国内外许多单位通过研究与实践,提出了一些有关改善砌体结构抗震性能的措施[1~ 3] 。

The finite element analysis shows that the two kinds of trial designs meet demand.(3) Compared the static behavior of three kinds of designs with each other, the results show that using the steel web concrete combined box tie beam can reduce the structure internal force and is beneficial to structure stability.

采用波形钢腹板组合系梁和平钢腹板组合系梁进行了钢管混凝土拱梁组合桥的试设计,并进行对其有限元分析,结果表明两种试设计方案均满足受力性能要求。

Meanwhile it illustrates by example the cross section , size, distribution bar of the transfer column and the length, structure distance of the tie beam do not treat evenly pressure to the transfer column end.

同时举例说明传力柱横截面的尺寸、配筋及横向联系梁的长度、间距。

The results show that, with the same steel consumption, the longitudinal and transverse girder deck scheme is a little better in stiffness, dynamic characteristics and stability than those of the other scheme's. For the dense transverse girder deck scheme, because of no longitudinal beams, the axial forces of the tie beam and the deck slab are higher than those of the other scheme's. The improving rate of the axial force for the deck slab is about 50%. The inside and outside bending moments of the cross beams reduce to below half of the other scheme's. The longitudinal stress of the deck slab is higher on the whole and the traverse stress is less than that of the other scheme's. The maximum traverse stress of the deck slab is below 40% of the other scheme's.

研究结果表明:在材料用量相同时,纵横梁方案桥梁刚度较密布横梁方案的桥梁刚度稍大,桥梁动力特性比后者的优,其稳定性也比后者的强;对于密布横梁方案,由于不设纵梁,系梁和混凝土板承受的纵向力都较纵横梁方案的大,混凝土板增幅达50%左右,横梁面内和面外弯矩则明显减小,都低于纵横梁方案的一半,混凝土板顺桥向应力整体比纵横梁方案的高,而横桥向应力则较低,最大值低于纵横梁方案的40%。

On the North River Bridge Weicheng CFST arch main bridge construction S233 Provincial Highway Bridge (Gaoyou Depalletizing three to Jiangdu Port Section) under a span of 80.6m CFST arch, rigid tie beam for 1.4m × 1.8m pre-stressed box girder, cast-in-place method using stent Construction .

浅谈北澄子河大桥钢管砼拱主桥施工大桥为S233省道的一座跨径80.6m的下承式钢管混凝土拱桥,刚性系梁为1.4m×1.8m预应力箱形梁,采用支架现浇方法施工。

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