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abutment arch相关的网络例句

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The stability of arch dam mainly depends on the support force of downstream rockmass behind abutment of dam. If discontinuity and weak intermitted layer is existed in rockmass, abutment of arch dam will slide probably under pulling force and shear force at the both side of dam.

拱坝的抗滑稳定主要是依靠坝端下游岩体的支承,拱坝两岸山体在拱端推力和剪力的作用下,如果岩体中存在着不利于稳定的节理、裂隙或软弱夹层,便可能引起坝肩滑动。

Moreover, based on routine research method on abutment stability, non-linear finite element iteration method is put forward in this paper, which is applied in the analysis of abutment stability of Shuanghe arch dam successfully at the same time.

此外,本文在前人研究的常规坝肩稳定分析方法的基础上,提出了非线性有限元迭代解法,并应用于双河拱坝坝肩稳定分析。

A finite element iteration method of safety factor against sliding of the abutment is presented to study the stability of Shuanghe arch dam abutment ,and the safety factor against sliding of the abutment is obtained.

采用坝肩抗滑稳定安全系数的有限元迭代法,通过三维有限元计算,研究了双河拱坝坝肩岩体的稳定性,得到坝肩岩体的抗剪安全系数,在此基础上,进一步分析加固后的坝肩稳定性。

A brief discussion on seismic design of high arch dams is made through the following three aspects:interaction of arch dams-foundation-reservoir water,dynamic stability of high arch dam abutment ,effect of transverse slots on seismic design of high arch dam,and those aspects referred to above is not enough for seismic design of high arch dam.

对高拱坝的抗震设计进行了分析,包括拱坝坝体-地基-库水动力相互作用分析、高拱坝坝肩抗震稳定分析、横缝对高拱坝抗震设计的影响,仅对高拱坝抗震设计研究的几个方面进行了概括总结。

They both have merits and shortcomings. The first one calculates simply, and has corresponding design code to follow about safety factor. But it has many errors because of many assumptions about seepage and deformation of rock abutment. And it is not convenient to optimize the arch dam shape because of dealing with arch dam and abutment separately.

两者各有优缺点:前者计算简单,安全指标有规范可循,但对坝肩岩体渗流和变形性质的假定过多,有一定误差,而且由于将坝身和坝肩分别看待,在作体型优化时很不方便。

This article through a double-curvature arch dam gravity abutment project example, uses the "Gong Liang Fenzai" method to extract the stress of th e dam body, satisfies the standard request in the stress under the condition, uses two methods to the arch dam gravity abutment stably carries on the analysis computation.

本文通过一双曲拱坝重力墩工程实例,先用拱梁分载法求出坝体的应力,在应力满足规范要求的条件下,用两种方法对拱坝的重力墩抗滑稳定进行分析计算。

The rigidity of concrete structure below the roof、abutment rigidity of arch foot and sunshine radiation are analyzed as factors of temperature action in roof structure. It shows that the rigidity of concrete structure has little effect on temperature action, but the rigidity of arch foot affects temperature action more and is the determinant that assures the arch mechanic behavior .The analysis result also shows sunshine radiation should not be neglected.

本文分析了下部混凝土结构刚度、拱脚支座刚度和日照温差对屋盖结构温度效应的影响,分析表明,下部混凝土结构刚度对其影响不大;温度应力较大杆件受拱脚支座刚度影响较大且拱脚刚度的大小是保证拱结构受力特性的决定因素;日照温差影响不能忽视。

Arch dam, which is fastened to the base rock, is a high_order, hyperstatic, spacial body case structure. It has not only arch function but also girder function, but its main loads are passed to each dam abutment by means of arch function.

拱坝是固结于基岩的高次超静定空间壳体结构,既有拱作用又有梁作用,其主要荷载是通过拱的作用传到两岸坝端。

The stress and stability analysis of arch dam and abutment are the main task of traditional arch dam design. Nowadays there are two kinds of analysis method to use. One method is the arch-cantilever load-distribution method, in which the arch dam stress and abutment thrust are calculated, while the stability of abutment is evaluated by rigid body method or other method. The other is FEM method, which evaluates the arch dam stress and stability of abutment at the same time.

作为拱坝常规设计的主要任务—坝身和坝肩的应力和稳定分析,当今大体有两套体系可用:①用拱梁分载法分析坝身应力和坝肩推力,结合刚体法或其他方法进行坝肩稳定审核;②用有限元法对坝身应力和坝肩稳定同时进行审核。

Arch dam, which is fastened to the base rock, is a high_order, hyperstatic, spacial body case structure. It has not only arch function but also girder function, but its main loads are passed to each dam abutment by means of arch function.

拱坝是固结于基岩的高次超静定空间壳体结构,既有拱作用又有梁作用,其主要荷载是通过拱的作用传到两岸坝肩。

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