The structures with different reinforcement projects and structural measures were analyzed by three dimensional nonlinear finite element method.

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In the part of finite element analysis the methods of reinforcement in the test are simulated, and there is certain error between the results of simulation and that of test. Although there is calculating error, the results of finite element analysis can study stress nature of wall qualitatively.

論文中有限元分析部分首先對試驗中幾種加固情況進(jìn)行了模擬分析一级大黄色电影，盡管有限元分析結(jié)果與試驗結(jié)果存在一定的計算誤差，但是仍然可以通過有限元分析結(jié)果定性分析加固前后墻片的受力性能欧美日韩精品视频一区二区在线播放。

The fortifier's fortified themselves,their forcible fortitude comforted the effort of the reinforcement perforce.

釘子戶們的堅強(qiáng)與不屈更加鼓舞激發(fā)了援兵的斗志欧美一级A片视频。

Based on the above-mentioned models, the soil pre-reinforcement effects for the arch and frontispiece part of tunnel heading, and a gradually instability concept of face was explained.

4通過建立的一系列工作面地層預(yù)加固力學(xué)行為模型的數(shù)值解，以及有限元數(shù)值模擬的結(jié)果高清无码小视频，對淺埋暗挖法地鐵隧道工作面地層預(yù)加固參數(shù)的設(shè)計與選擇進(jìn)行了探索91精品啪在线观看国产蜜臀。

The fullface curtain grouting technical parameters was determined by onsite test.The main tunnel area grouting reinforcement was 5?m away from the tunnelexcavation contour lines.

基于這種情況，通過現(xiàn)場試驗確定了全斷面帷幕注漿技術(shù)參數(shù)A片黄片视频在线免费观看，主隧道注漿加固區(qū)范圍為隧道開挖輪廓線外518禁又污又黄又爽的网站日本？

In severe cold area of Northeast, the stepped reinforcement gabion energy dissipater applied to double face overflow works on weak foundation is first example.

在東北嚴(yán)寒地區(qū)，建基為軟基且雙面過水的工程中應(yīng)用階梯式鋼筋石籠消能亚洲av无码无线在线观看，當(dāng)屬首例少妇按摩一区二区三区。

The Galant's unibody structure features extensive reinforcement to help provide additional passenger protection in the event of a collision.

在戈藍(lán)的整體式結(jié)構(gòu)特點，廣泛加強(qiáng)成年无码Av动漫网站黄，以幫助提供了一個額外的碰撞時保護(hù)乘客欧美的一级片。

Indicated according to the near two year gauge block anti-curved experiment, when the design intensity takes 435 N/mm2, under the normal running condition the reinforcement stress probably is 343 N/mm2, the corresponding average crack opening approximately in the 0.14~0.15mm scope, if takes 1.66 to multiply the big coefficient, the short-term maximum crack opening reaches 0.24mm, considered the long-term function rides 1.5 to multiply the big coefficient again, final crack opening approximately in 0.36mm.

根據(jù)近兩年對板的抗彎試驗表明，當(dāng)設(shè)計強(qiáng)度取 435 N / mm2国产AV无码中文，正常使用狀態(tài)下鋼筋應(yīng)力大約為 343 N / mm2国产精品一级二级，對應(yīng)的平均裂縫寬度大約在0.14～0.15mm 范圍，如取1.66倍增大系數(shù)亚洲无码精选，短期最大裂縫寬度達(dá) 0.24mm 色色色色色综合视频，考慮長期作用再乘1.5倍增大系數(shù)，最終裂縫寬度大約在0.36mm 尤物成人最新电影在线观看免费网站。

According to generating finite element model by meshing for special-shaped section columns and the conversion of coordinate,a computer program considered sliding of reinforcement anchoring using the digital iteration method for full range analysis of special-shaped columns is complied.

通過異形柱截面的有限元單元網(wǎng)格劃分及坐標(biāo)變換免费观看黄色视频的网址，在本文確定的數(shù)值分析方法上采用FORTRAN90語言編制了考慮粘結(jié)滑移影響的鋼筋混凝土異形柱截面N-M-φ關(guān)系全曲線的計算機(jī)程序。

In order to describe the topology relationship of an environment better, a geodesic distance is substituted for a Euclidean distance used in an ordinary Gaussian function and a policy iteration reinforcement learning method based on geodesic Gaussian basis function is proposed.

為更好地描述環(huán)境的拓?fù)潢P(guān)系西西WWW大胆高清视频，采用測地線距離來替換普通高斯函數(shù)中的歐氏距離www.中文字幕在线播放，提出一種基于測地高斯基函數(shù)的策略迭代強(qiáng)化學(xué)習(xí)方法。