補伸角 的英文怎麼說
中文拼音 [bǔshēnjiǎo]
補伸角
英文
co-hade-
This article imtroduces adesign for a new style nonelastic element flexible c ouple r with good combinedcompensntion functions of axial, radial and anguladirection s. it s a mew idea designwith a simple and reasonable construction, lowpri ce and convenient maintenance. also it hasa super axial compensating ability compared with common couplers. the theory is that therotary force can be changed into lev eladvanced force. it has been proved that this couplerhas a good combined techn ique proprety and a higher rate between quality and price. itmust have cheerful prospects of application
設計了一種具有良好的軸向、徑向及角向綜合補償功能的新型無彈性元件撓性聯軸器.這種聯軸器構思新穎，結構簡單，容易加工製造，便於裝拆維修，具有一般聯軸器所不能實現的軸向超大補償能力.設計原理可引伸拓寬到將轉動動力轉變為直線推進動力的設計上.實踐證明，該聯軸器具有良好的綜合技術性能和較高的性能價格比，極具應用前景" since the impact on the natural topography and vegetation on hei ling chau will be minimal, the conservation potential of hei ling chau and the nearby sunshine island will not be affected, " the spokesman said. he added that the bridge would run from the northwest corner of hei ling chau to the eastern end of mui wo ferry pier road at mui wo
發言人補充說：擬建的渡海橋梁會從喜靈洲的西北角伸延至梅窩的梅窩碼頭路東端，優點是對梅窩現有和計劃中的土地用途、南大嶼郊野公園及陸上和海洋生態的影響輕微，這個方案亦不會影響梅窩的現有考古地點。From the view point of tourist location, tourism resources, market competition situation and tourist image, this paper researches the tourism orientation, and analyzes tourism orientation of the tourist counties bases on the case study on tangkou county in anhui province and reveals that tangkou county will become the base of the key living and service and the main tourist area
摘要從旅遊地的區位條件、資源狀況、市場條件和旅遊地形象等角度對旅遊地發展定位進行研究，並以黃山市湯口鎮為例進行旅遊城鎮發展定位分析，提出湯口鎮應成為黃山風景區和徽文化旅遊帶的主要生活服務基地和旅遊接待基地，同時大打「親水牌」 ，加強本地水景資源的深度開發，成為黃山風景區景點的延伸和補充。Here he held martin off at arm s length and ran his beaming eyes over martin s second - best suit, which was also his worst suit, and which was ragged and past repair, though the trousers showed the careful crease he had put in with maria s flat - irons
此時他伸直手推開他，用喜氣洋洋的眼睛打量起他那套次好的服裝，也就是最差的服裝來。那衣服襤褸得無法修補，雖然他用瑪利亞的熨斗把褲子仔細熨出了稜角。Steel frame with welding joint easily occur brittle collapse because of having a low ductility at joints then ， a semi - rigid connected steel frame has large the energy absorption capacity which can resist dynamic loads and the using steel qualities of bracing system and joints are small so adopting a semi - rigid jointed steel frame is economical and stable but for semi - rigid connections are complex and variable ， in conventional analysis and design of steel structures ， it is usually assumed that the connections between columns and beams are either rigid or pinned the analysis of steel frames adopting the assumption can simplify the procedure of analysis and design ， but cannot precisely reflect structural practical circumstance and the errors of calculating results are large ， even ， get incorrect conclusions semi - rigid connection was referred to in chinese code for design of steel structures ( 2001 ， 10 ) ， however ， it isn ’ t specified how to apply semi - rigid joints in design in fact it cannot be carry out the purpose of the paper give a calculating method that accords practical engineering and easily put into effect worthwhile it is going to promote the development of semi - rigid jointed steel frame in design and heighten structural stability in the paper ， at first some commonly employed methods for the modeling of connection behavior are introduced richard abbott function modeling of connection is adopted for extended end plate bolted connection by the 34 test data comparing to regression analysis indicate richard - abbott function modeling of connection represents an excellent fit to test data then after a semi - rigid joint behavior can be modeled as a finite stiffness rotation spring ， base on rotation and displacement equation derive the element stiffness matrixes with semi - rigid connections where the effects ofj ointed flexibility geometric non - linearity and shear forces in the connection deformations have been considered in and fixed - end forces are modified finally, a program for calculating semi - rigid with incremental - iterative method has been
本文的目的就是為半剛性連接鋼框架的設計提供一種既符合工程實際又簡便易行的計算方法，供規范使用過程的補充、延伸或參考；同時，也將促進半剛性連接鋼框架設計技術的發展，為提高結構安全性能、節省工程成本發揮應有的作用。本文首先介紹了常見的幾種應用較為廣泛的樑柱連接彎矩轉角關系模型，在分析比較的基礎上，選用richard ? abbott函數模型作為外伸端板連接彎矩轉角關系模型，通過對34個外伸端板連接的實驗數據與回歸分析得到的參數比較可知，經回歸分析得到的此模型參數與實驗數據符合較好。然後用彈簧表徵連接點的轉動剛度，根據梁的轉角位移方程推導出半剛性連接的剛度矩陣，在單元剛度矩陣中考慮了節點柔性、幾何非線性和剪切變形的影響，並對固端力進行了修正，最後用增量迭代法編制有限元程序進行計算和分析。分享友人