Cases underwent operations through which the ruptured cuffs were reinserted at the original site by osseotendinous suture.

結果 肩關節(jié)腔造影診斷15例肩袖完全破裂国产免费女视频在线观看。

The performance of shroud damper was investigated systematically by researching the nonlinear responses of plate blades with shrouds.

針對帶凸肩的平板葉片国产三级国产精品三级在线，對凸肩阻尼結構的減振規(guī)律進行了系統(tǒng)的研究性欧美xxxx。

The shoulder stock was of telescoped design with folding shoulder rest made of steel wire.

股票肩與肩折疊鋼絲設計了休息不勝數(shù)特黄一级大片。

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.

此外日韩一级AV黄色片，本文在前人研究的常規(guī)壩肩穩(wěn)定分析方法的基礎上日日射日日干，提出了非線性有限元迭代解法，并應用于雙河拱壩壩肩穩(wěn)定分析巨胸喷奶水视频www网站麻豆。

This paper investigates the favourable impact of the central dumping during high arch dam abutment excavation on river closure.

分析了高拱壩壩肩開挖施工過程中產生的集中堆渣對河道截流的有利影響人人操av在线，提出了壩肩附近集中堆渣能降低截流戧堤龍口水力參數(shù)需具備的水力控制條件。

In this paper rigid block limitting equilibrium method is used to calculated Xiluodu arch dam abutment stability and the abutment stability is analysed and assessed.

采用剛體極限平衡法對溪洛渡拱壩壩肩穩(wěn)定進行了全面計算各类熟女熟妇真实广东视频，對壩肩穩(wěn)定進行了分析評價曰本Aa在线观看。

At first FEM is used to calculate the deformation of the right abutment of the Danjiang arch dam; and the influence of the fault F1 on the deformation of the abutment is analyzed emphatically.

用有限元計算了單江拱壩右壩肩巖體的變形，著重分析了斷層 F1 對于壩肩巖體變形的影響台湾农村寡妇特级A毛片。

The methods introduced above are applied to the stability analysis of the Xiaowan high arch dam abutment and rock foundation. Thus, the deformation characteristics of the rock masses and the safety factors of the block combinations are obtained, which provide important data to the engineering design.

運用上述方法對小灣高拱壩的壩肩和壩基巖體進行了穩(wěn)定分析老肥逼，得到了正常工況下壩肩和壩基巖體的變形規(guī)律，以及各滑動巖塊組合的強度儲備安全系數(shù)可以直接进入的黄色网站，從而為工程設計提供了依據(jù)老妇操B网。

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.

兩者各有優(yōu)缺點：前者計算簡單，安全指標有規(guī)范可循日本一一video，但對壩肩巖體滲流和變形性質的假定過多欧美日韩专区，有一定誤差，而且由于將壩身和壩肩分別看待日韩一级视频欧美一级，在作體型優(yōu)化時很不方便。

By dynamic stability analysis and calculation in means of FEM, the three-dimension data processing technique for arbitrary cross sections of solid masses was adopted, then the safety factor of the abutment of arch dam was provided using FEM, and corresponding programs was compiled.

采用有限元法進行動力分析計算美女口爆吞精视频，利用三維實體任意切面數(shù)據(jù)處理技術aaa综合精品高清，提出了應用有限元法計算拱壩壩肩穩(wěn)定安全系數(shù)方法，在此基礎上完成了基于有限元法以壩肩動力穩(wěn)定安全系數(shù)為目標的高拱壩優(yōu)化設計程序国产一区视频免费观看。