Some VAI double-current conticaster Anshan frame one shearing force wall concrete structure, 11.43-14.12 (M-1) assembles bigger beam board post shearing force wall surface modulus CML = in 3 ~ 11 centigrade-, for satisfying equipment still needing the early phase intensity suitable.

某VAI雙流連鑄機鞍山框架一剪力墻混凝土結(jié)構(gòu)亚洲欧洲一区二区三区久久，梁板柱剪力墻表面系數(shù)較大CML=11.43-14.12(M-1)又處在-3~11攝氏度，為滿足設(shè)備安裝尚需要相當?shù)脑缙趶姸取?/p>

Both of conventional continuous medium mechanics and noncontiguous medium mechanics, having strong pertinence, can abstract and simplify the rock model in research procedure, in which the rock body lying over the coal face can be considered as a static beam or board to leave out the push changes and the changes of property and load during the stability of overlying rock deformation has lost. Hence the derived profile equation is only the approximate expression of final subsidence of surface after the mining finished, and it is difficult to obtain the dynamic subsidence process of rock body.

傳統(tǒng)的連續(xù)介質(zhì)力學和非連續(xù)介質(zhì)力學均具有針對性黑人猛精品无码一区二区三区，在研究過程中將巖體模型抽象簡化欧美大胆a级精品视频在线观看，將工作面上方的巖體看成是一靜止的梁、板成年免费a级毛片免费看91青，省略了工作面的推進變化及覆巖在變形失穩(wěn)時的性質(zhì)和載荷的變化在线免费观看95视频，得出的剖面方程僅是開采結(jié)束后地表的最終沉陷近似表達式，難以得到巖體的動態(tài)沉陷的過程人人爽人人摸人人。

The characteristics of this set of control system will make it promising to be widely applied in active vibration control of engineering structure made of thin disk, beam and board and so on.

該套控制系統(tǒng)所具有的特點使得其可望廣泛應(yīng)用于工程實際中的薄圓盤及板梁結(jié)構(gòu)類的振動主動控制欧美亚洲制服变态另类。

The paper introduces temporary airtight s with board close and beam wall.

對&板閉和杠子墻&臨時密閉進行了介紹。

Secondly, considering concrete problems, it obtains actual Hamilton canonical equations of rotating beam and rotating board.

然后亚洲人妻91综合，結(jié)合具體問題欧美黑人肉体狂欢视频，以旋轉(zhuǎn)梁黄色网站线上免费、旋轉(zhuǎn)板為算例，給出具體的哈密頓正則方程亚洲福利精品网。

beam bottom board：梁底模

beam bottom ==> 梁底模,梁下皮 | beam bottom board ==> 梁底模 | beam boundary ==> 注流邊界,波束邊界