vertical bank 中文意思是什麼
vertical bank
解釋
垂直觸排-
Preliminary conclusions are got through the analysis of the experimental data such as effect of the ice velocity on the ice force, ratio of components of forces when ice sheet acting on the vertical bank - head, ice force ratio of vertical to 45 incline as well as ratio of level ice force to the vertical ice force when acting on 45 incline
對試驗數據諸如冰速對冰力的影響、冰排作用於垂直面堤頭時各向分力的關系比、垂直面與45斜面冰力關系比以及作用於45斜面時其水平與垂直冰力的關系比等進行了分析，並得到初步結論。 -
4. proposing several kinds of vertical patterns and bank protection patterns
提出了城市濱水區綠地生態空間構建的幾種豎向模式和護岸模式。 -
The transaction cost theory applies to vertical m & a to some extent. the principal - agent problem and management theory explains m & a from the respect of agent, while the diversification theory discusses the impetus of mixed m & a. chapter 3 analyzes the impetus and effects of bank m & a
其中交易費用理論在解釋縱向並購上具有一定的適用性，代理問題及管理主義理論從公司代理人問題的角度對並購提供了解釋，多角化理論可用於解釋混合併購。 -
Third installation at laporte, indiana. earliest use of switch with semi - cylindrical bank and shaft with vertical and rotary motions. invention of earliest dial - type calling device
印第安納州拉波特完成史端喬系統第三次安裝。最早使用具有半圓形排線架的交換機和具有垂直和旋轉運動方向的軸。發明早期撥號型呼叫設備。 -
The nearly vertical slope of the gorge, the narrow river, raging waves striking the bank, the thunderous waterflow, everything are just magnificent
近乎垂直的峽谷坡面，江面狹窄，狂濤擊岸，水聲如雷，十分壯觀。 -
The choice dam type is especial importance, during the designed research of the rock - fill dam, particular under the rock - fill dam with very deeply cover layer, the stress and strain of the middle wall and cutting interpenetration wall of the dam foundation is mostly sensitive, whether the. design of dam is scientific and reasonable, it is very important for cutting interpenetration and stability of the dam, the article offer the reference for the design of cutting interpenetration in the foundation with deep cover with earth the water conservancy in xiaban zone, based on the study and analysis the design of cutting seep in the foundation with deep cover with earth, cutting interpenetration concrete wall and the joining model of cutting interpenetration material in body of dam and the applying effect in the practical worko based on the foundation which absorbed and summarize the achievement of design and research in the inter and outer country, for the project of the clay vertical middle wall and vertical cutting interpenetration, the asphalt concrete vertical middle wall and vertical cutting interpenetration the clay inclined middle wall and the lever carpet layer cutting interpenetration, respectively in terms of the different stage of complete period sluice period and working condition, adopting nonlinear calculate and analysis with the finite element method ; carrying the analysis and study with the 3d finite element method as to the different joining model of the left bank high slope cutting interpenetration body and the foundation concert cutting interpenetration wall ; carrying the analysis and study with the 3d finite element method as to the effect of the wall stress and strain because of the different elasticity modulus of the concert cutting interpenetration wall through the analysis and study with the different project. have comparatively all - around comprehended the various model dam, particular the distribute rule of stress and strain of the cutting interpenetration system, provide for the important evidence of the plastic area size the join model of the foundation cutting interpenetrate wall and dam body cutting interpenetrate system the choice of the dam model and the design of the structure of the dam body, the result of research and advice have very importance value in design and building for the similarity project
工程設計中，壩型的選取顯得尤為重要，特別對于壩基有深厚覆蓋層的堆石壩，心墻和壩基防滲墻的應力和變形是壩體、壩基最敏感的部位，設計方案是否安全、科學和合理，對大壩防滲和穩定起到至觀重要的作用。本文研究分析了國內外深厚覆蓋層基礎防滲設計、壩基混凝土防滲墻與壩體防滲體銜接形式及工程實際應用效果，為下坂地水利樞紐工程深厚覆蓋層基礎防滲設計的方案選擇提供了參考；在吸收和歸納了國內外堆石壩的設計研究成果的基礎上，對粘土心墻和壩基垂直防滲方案、瀝青混凝土心墻和壩基垂直防滲方案以及粘土斜心墻和壩基水平鋪蓋防滲方案，分別按竣工期和蓄水運行期的不同工作情況進行了有限元非線性計算分析；對左岸高陡邊坡的大壩防滲體與基礎混凝土防滲墻的不同結合型式進行了三維有限元靜力計算分析和研究；對混凝土防滲墻不同彈性模量對墻體應力和變位的影響進行了三維有限元靜力計算分析和研究。通過對不同方案的計算分析和研究，比較全面的了解了各方案壩體，尤其是防滲體的應力和變形分佈規律，為壩型選擇、壩體結構設計、基礎防滲墻與壩體防滲體的結合型式以及塑性區大小的確定提供了重要依據。 -
All kinds of social power which correlated with creative activity, such as government 、 higher education 、 civil organization 、 bank 、 broker company 、 investment company 、 social community and users which undertake the risk of technology innovation in the program of technology innovation and different stages of technology respectively ; vertical social transferred proportion mechanism is on the basis of time, according to the procedure of the social transference of the risk, it can transfer the decision risk, technology risk, manufacture risk and market risk of the technology innovation to the society gradually, and proportion the risk among the interrelated social power
橫向社會聯合分攤機制立足於空間的維度，各種涉及技術創新活動的社會力量，包括政府、高校、民間組織、銀行、中介機構、投資公司、社區組織、用戶等分別在技術創新項目和技術創新的不同環節上，承擔技術創新的風險;縱向社會轉移分攤機制立足於時間維度，按照風險的社會轉移程序將技術創新的決策風險、技術風險、生產風險和市場風險，逐漸向社會轉移，在相關社會力量中進行分攤。在技術創新社會行動中，形成許多技術創新風險社會分攤的方式。 -
During this period, the company accepted the internal and external decorating projects for yantai civil aviation building, the glass curtain wall project for the building of bank of china in jinan ( it lies in the most flourishing commercial area. it is a 25 - story building with a height of about 100 meters. the project costs about 10 million rmb ), the external vertical decorating project for jinan real estate building ( the project is a key construction project in jinan city
2000年至今公司在總體規模、施工能力及管理水平上再上新臺階，在此期間，公司憑實力先後承接了煙臺民航大廈內外裝工程、濟南市中銀大廈玻璃幕墻工程（該工程位於濟南市最繁華商業區，共25層，高度約100米，專項造價約1000萬元） 、濟南市房產大廈外立面裝飾工程（該工程為濟南市政府重點建設項目，共26層，高度約150米，專項造價約1300萬元，公司為此動用了同濟大學專家設計力量及國內一流的施工隊伍） 、人民銀行濟南分行金庫單元幕墻窗工程等。 -
Founding that the fr of the tortuous path flow had all changed in longitudinal ( along the circuit ), transverse ( between the sink and convex bank ) and vertical orientation ( from the water surface to the bottom )
結果發現，彎道水流f _ r數在縱向（沿流程） ，橫向（凹凸岸間）和垂向（水面到底板）都是變化的。 -
Firstly in the paper the research of hydraulic characters and the optimize of structure have being carried out on the four bigger design schemes of permanent internal dissipation discharge tunnel reconstructed from the right bank ' s diversion tunnel of gongboxia power station with a method of theoretical analysis combined with test comparisons. on this basis, two form swirling flow internal dissipation schemes, vertical and horizontal axis are recommended to the construction unit of the station as the schemes to be selected next
本文採取理論分析與試驗比較相結合的方法，首先對黃河公伯峽水電站右岸導流洞改建為永久式內消能泄洪洞的四個較大設計方案進行了水力特性的試驗研究與體型優化，在此基礎上，向建設單位分別提供了豎井旋流內消能的推薦方案與水平旋流內消能的推薦方案。
分享友人