構件制住地 的英文怎麼說

中文拼音 [gòujiànzhìzhùde]
構件制住地 英文
casting yard
  • : Ⅰ動詞1 (構造; 組合) construct; form; compose 2 (結成) fabricate; make up 3 (建造; 架屋) bui...
  • : Ⅰ量詞(用於個體事物) piece; article; item Ⅱ名詞1. (指可以一一計算的事物) 2. (文件) letter; correspondence; paper; document
  • : Ⅰ動詞1 (製造) make; manufacture 2 (擬訂; 規定) draw up; establish 3 (用強力約束; 限定; 管束...
  • : Ⅰ動詞1 (居住; 住宿) live; lodge; reside; accommodate; stay 2 (停住; 歇下) stop; cease; knock ...
  1. Roll over protective structure ( rops ) is a device which installs on out of construction vehicle. the main functions are : when the vehicle rolling over. rops can prevent the vehicle from rolling over further, and reduce the possibility of rolling vehicle injures operator ; when the vehicle traveling on freezing soil. concrete and rock, it has large resist continuous impact ability ; when the vehicle overturning rops can support the whole vehicle. arrangement of falling object protective structure ( fops ) can block objects ( such as trees, rocks ) so that supply protection for operator. this problem is that research rolling over and falling objects protective structure of bulldozer by learning research condition of rops / fops and relative lay down international standard. on the base of theory analysis. detrudes counting formula of rops / fops deformation through founding mechanics analysis model of rops / fops at the stage of elasticity and plastoelastic. and finds a set of feasible nonlinear finite element analysis counting. lt calculates rops / fops plastoelastic deforma variable of 320hp bulldozer, bulldozer has been carried out by optimizing design method

    其主要功能是:當車輛滾翻時, rops能刺入未凍土壤而阻止車輛的進一步滾翻,降低滾翻的車輛對系著安全帶司機軋傷的可能性;保證rops在碰撞和沖擊變形不大的面(如凍土、混疑土上、巖石)時,能具有相當大的抗連續沖擊能力;當車輛已經處于顛覆狀態時,已經變形的rops應能支撐整車。落物保護裝置(簡稱fops ) ,其的布置方式要能遮蔽墜落的物體(如,樹木、巖石等) ,以便對司機提供適當的保護。本課題主要通過了解國內外有關對rops fops的研究情況和有關國際標準的定,對大型推土機傾翻和落物保護裝置進行研究,在理論分析的基礎上,通過建立rops fops的力學分析模型,推導彈性、彈塑性階段rops fops變形的計算公式,建立一套可行的rops fops的非線性有限元分析計算方法。
  2. Present methods generally based on the statistics of earthquake damage, expert experiences, theory analysis and experimental researches have obvious advantages, disadvantages and certain scopes of application ; ( 2 ) different prediction methods should be adopted against different building conditions, sites, intensity and experiences etc to predict earthquake damage of buildings for prospective accuracy, dependability and availability ; ( 3 ) earthquake damage matrix, which is the foundation of earthquake damage prediction, of 7 kinds of building in the urban areas of zhangzhou city under intensity 6 to 9 has been set up. the damage conditions of different buildings under different intensity are as followings : all kinds of structures are basically intact under intensity 6 ; the reinforced concrete structures are basically intact under intensity 7, but other kinds of structures are destroyed slightly ; the reinforced concrete structures are still basically intact while other kinds of structures are destroyed intermediately under intensity 8 ; the reinforced concrete structures are destroyed slightly, single - story factories and open houses are destroyed intermediately and other kinds of structures are destroyed seriously under intensity 9 ; ( 4 ) the results of earthquake damage predicting of buildings embody the damage when earthquake happens in the future. thus, further identifications and reinforcements should be considered to buildings that will be destroyed intermediately or more under the earthquake with 10 % exceeding probability in future 50 years ; ( 5 ) the direct economic losses caused by damage of buildings resting with the area, structural type, intensity and damage of all kinds of buildings are the main part of the losses of the city in an earthquake ; ( 6 ) the direct economic losses increased progressively toward high intensity by 2 or 3 times

    基於上述研究,得出的主要結論有:建築物震害預測是一個模糊的、系統的、復雜的問題,現有的方法很多一般都是以震害統計規律、專家經驗、理論分析和試驗研究為依據,有其自身的優缺點和一定的適用范圍;應針對不同的建築物條、場震強度和已有經驗等,採用不同的預測方法進行建築物震害預測,以使預測結果達到預期的精確性、可靠性和可操作性;建立了漳州市區7類建築物在6度9度震作用下的震害矩陣,成為指導抗震防災的重要依據,各類結的震害情況表現為: 6度震作用下各類建築物基本完好; 7度震作用下除鋼筋混凝土結基本完好外其餘以建築輕微破壞為主; 8度震作用下鋼筋混凝土結仍以基本完好為主而其餘建築以中等破壞為主; 9度震作用下鋼筋混凝土結以輕微破壞為主,單層工業廠房和空曠房屋以中等破壞為主,其餘建築以嚴重破壞為主;建築物的震害預測結果體現了未來震來臨時的震害程度,在編漳州市區抗震防災規劃時,對于遭遇50年超越概率10的震影響發生中等以上破壞的建築物應考慮進行抗震鑒定和加固;由建築物的破壞所造成的直接經濟損失是城市震經濟損失的主要部分,重慶大學碩士學位論文中文摘要其主要與建築物總面積、結類型、震烈度和各類建築物的震害程度有關;不同烈度造成的直接經濟損失按2一3倍向高烈度方向遞增,漳州市區直接經濟損失由6度至9度的比例關系為1 : 2 . 8 : 8 . 6 : 22 . 8 ;遭遇基本震設防烈度( 7度)時,漳州市區直接經濟損失約4 . 5億元,無家可歸人員約40000人,且以磚木結和多層磚混結的震害損失最大;震造成的人員傷亡主要與建築物倒塌及嚴重破壞的程度和總面積以及震時的建築物室內人數密切相關,震時無家可歸人員主要與宅倒塌、嚴重破壞及中等破壞的程度和總面積以及城市人均居面積密切相關。
  3. Part three : analyzing the obstacles of developing the housing mortgage securitization in our country now, including the our country housing mortgage scale is not enough big, insurance and guarantee mechanism is not sound and personal reputation mechanism is not perfect, the marketization of interest rate system is not completed, the development of institution investor is still not mature and the development of intermediate institution is not perfect, the system of law is not sound, the related accounting system and tax revenue system is lack and blank etc. part four : passing the analysis of the second and third part put forward the whole idea and concrete strategies in our country to develop the housing mortgage securitization

    第二部分:首先對全球房抵押貸款證券化的發展狀況進行了簡要的介紹與分析,然後選擇對我國有借鑒意義的美國、加拿大和香港等典型國家和區的房抵押貸款證券化實踐進行了詳細的比較分析,並從中得出:房抵押貸款證券化是房抵押貸款一級市場巨大發展的必然結果:政府的支持非常重要;房抵押貸款證券化的發展需要一定的基礎條以及需要因宜等一些關鍵性的啟示。第三部分:分析了我國當前實施房抵押貸款證券化所面臨的一些具體障礙,其中包括有我國房抵押貸款規模不夠大、保險與擔保機不健全、個人信用體系不完善、利率體系非市場化、機投資者的發展還不成熟、中介服務機發展不完善、法律法規度不健全以及相關會計度和稅收度的欠缺和空白等一系列的問題。
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