防震建築 的英文怎麼說

中文拼音 [fángzhènjiàn]
防震建築 英文
earthquake proof construction
  • 防 : Ⅰ動詞（防鷥） provide against; defend against; guard against Ⅱ名詞1 （防守; 防禦） defence 2 （堤...
  • 震 : Ⅰ動詞1 （震動） quake; shake; shock; vibrate 2 （情緒過分激動） be greatly excited; be deeply ast...
  • 建 : Ⅰ動詞1 （建築） build; construct; erect 2 （建立; 設立; 成立） establish; set up; found 3 （提出;...
  • 築 : 築名詞（貴陽的別稱） another name for guiyang
  • 防震 : 1. （採取措施, 預防地震） take precautions against earthquakes 2. （防震動） shockproof; quakeproof
  1. It is well lighted, well ventilated, windproof, quakeproof, warm in winter and cool in summer. structurally, it incorporates the merits of different dwelling houses

    日照採光通風等講究科學，還能防風抗震，調節冷暖，其結構藝術，集各種民居建築優點於一樓。
  2. The evaluation of sand liquefaction is the most important content of engineering reconnaissance and the aseismatic design. so evaluating the sand liquefaction objectively and exactly is the precondition of taking preventive measures on areas where liquefaction easily occurs. it also relates closely to the safety and economic benefits of the projects

    地震砂土液化評判是工程勘察和抗震設計的一項首要內容，故客觀、準確地評價砂土液化，是對有可能發生液化的區域或地段進行有針對性的預防處理的前提，是關繫到工程建築的安全使用和工程建設的經濟效益的重要問題。
  3. This paper related to a practical project that a high school is big bay building with teaching, experiment and studying, aim at the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ), aseismic disadvantageous building site ( iii type site ), and the building loading much ( the building " self - weight is over the 9. 0 kn / m2 ). compared to r. c. rectangle columns, studying the aseismic performance of the r. c. special - shaped columns pure frame structure, the r. c. special - shaped columns frame - truss structure and the r. c. special - shaped columns frame - shear wall structure

    本文，結合某中學大開間教學實驗綜合樓的具體工程，就抗震設防烈度較高地區（ 8度）和抗震不利的建築場地（類場地） ，並且建築物所受荷載較大的情況（建築物自重超過9 . 0kn m ~ 2 ） ，通過與矩形柱分析比較的方式，研究了異型柱純框架結構、異型柱框架-桁架結構，以及異型柱框架-剪力墻結構的抗震性能。
  4. National standard ? 《 standard for classification of seismic protection of buildings 》 ( gb50223 - 95 ) adopts the method of upgrading the seismic - measures to upgrade category structure ' s earthquake - resistance level. it is different from some foreign codes ( such as us 、 new zealand ) which adopt the method of upgrading the earthquake - design - level. the main topic of this dissertation is to study which method is more effective

    國家標準《建築抗震設防分類標準》 （ gb50223 - 95 ）中對乙類建築採用的是通過提高抗震措施等級來提高其設防水準的方法，這與國外（如美國、紐西蘭、歐共體等）對重要建築所採用的提高設計地震力的方法有概念上的差異。
  5. In this paper, the author combines the theory analysis with the experiment research method, and discusses the seismic behaviours, 3d elaborate finite element analysis and simplified model analysis of a kind of multi - function tall building - " sub - shearwall supported by frame ", which is applied widely today. the main contents are as follows : in order to observe the failure process and the earthquake response of the complex structure, and to analysis the seismic behaviour of the structural system and structural members, a 1 / 20 cement mortor model of a complex tall - building which is about to be built was producted and the shaking table test of this model under 26 sorts of earthquake loads was made. using sap2000 finite element analysis program, a 3d analysis model was built in computer, and the elastic time - history analysis of the model was done

    本文採用理論分析和試驗研究相結合的方法，研究了目前應用較多的綜合性大廈? ?框支分區剪力墻高層商住樓的抗震性能及空間精細分析和簡化分析方法，主要內容為以下幾方面：對一擬建的復雜高層建築結構，採用1 20比例的空間整體模型，進行了26種工況下的模擬地震振動臺試驗，觀察了結構的破壞過程和地震反應，分析了結構及構件的抗震性能；建立了結構的精細空間模型，利用sap2000n大型有限元分析程序對結構進行了彈性時程分析；通過有限元分析與試驗結果的對比，對結構的抗震性能和抗震能力做出綜合評價，認為該結構由於轉換層上部去掉部分樓板，既可滿足建築設計的通風、採光等要求，又可達到協調結構轉換層上、下樓層抗側剛度的效果，是一種較理想的有多道抗震防線的結構型式。
  6. 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件、場地條件、地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度地震作用下的震害矩陣，成為指導抗震防災的重要依據，各類結構的震害情況表現為： 6度地震作用下各類建築物基本完好； 7度地震作用下除鋼筋混凝土結構基本完好外其餘以建築輕微破壞為主； 8度地震作用下鋼筋混凝土結構仍以基本完好為主而其餘建築以中等破壞為主； 9度地震作用下鋼筋混凝土結構以輕微破壞為主，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地震來臨時的震害程度，在編制漳州市區抗震防災規劃時，對于遭遇50年超越概率10的地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地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、結構類型、地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 ;遭遇基本地震設防烈度（ 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，且以磚木結構和多層磚混結構的震害損失最大;地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，地震時無家可歸人員主要與住宅倒塌、嚴重破壞及中等破壞的程度和總面積以及城市人均居住面積密切相關。
  7. Standard for classification of seismic protection of buildings

    建築抗震設防分類標準
  8. It begins with designing two representative reinforced concrete public frames according to new codes in this paper, and carries out nonlinear dynamic analysis by inputting ground motions at the intensity of intermediate earthquake and rare earthquake actions. the slab - bars effect on yield strength of beams is involved in analysis

    本文嚴格按照新規范設計了設防烈度分別為7度半、 8度半的兩個民用建築鋼筋混凝土典型框架，然後分別對其進行了設防地震作用和罕遇地震作用下的非線性動力反應分析，並在分析中考慮了板筋作用對梁端屈服彎矩的影響。
  9. “ everyone, except perhaps some real estate developers, and builders of nuclear reactors and high dams, agree that we should build according to strict codes assuring earthquake resistance

    「所有的人，某些建築開發商，以及核反應堆和高水壩的建造商除外，都同意我們應當依照保證防震的嚴格標準進行建造。 」
  10. " the reason for talking about this is not to change the rankings or to have one state move ahead of another it s to motivate people to build structures that resist earthquakes, " anderson said

    安德森說： 「討論上述問題並不是要給美國容易發生地震的地區分級或者排名，而是要提醒人們在這些地區進行建設時要建造防震的建築。
  11. " the reason for talking about this is not to change the rankings or to have one state move ahead of another it ' s to motivate people to build structures that resist earthquakes, " anderson said

    安德森說： 「討論上述問題並不是要給美國容易發生地震的地區分級或者排名，而是要提醒人們在這些地區進行建設時要建造防震的建築。
  12. With the development of high - rise and long - span building, columns have to bear higher and higher axial load. based on the investigation to damage caused by earthquakes, people have realized the design of columns play a key role to prevent the collapse of building in strong earthquakes. to meet this need, the columns are required to have high strength as well as high ductility

    大量的震害表明，建築物會否倒塌在很大程度上取決于柱的設計，特別是隨著高層建築和大跨結構的發展，柱的軸力越來越大，柱不但需要很高的承載力而且需要較好的延性以防止建築在大震情況下倒塌。
  13. As the first and chief component to anti - earthquake in the shear wall structure designing, the coupling wall - beam, which is designed well or not, affects the anti - earthquake performance of a building

    摘要連梁作為剪力墻結構抗震設計中的第一道防線和主要耗能構件，其設計的合理與否直接影響到建築物抗震性能的好壞。
  14. Since 1980 ' s, works of making the programs for earthquake resistance and disaster prevention have been approached in cities of china. the so - called damage forecasting refers to the earthquake damages with the greatest probability of all kinds of structures while suffering earthquakes of various magnitudes. therefore measures such as strengthening or removing totally are able to be taken

    我國於80年代中期開始推行城市抗震防災規劃的制定工作，其中，震害預測作為抗震防災規劃基礎性工作，就是要指出各種建築（結構）物在不同地震作用下其最有可能出現的震害情況，從而作出諸如是否需要加固或拆除重建等決策。
  15. As one content of the layout of earthquake - resistent and damage prevention of zhongzhou city, researches in damage prediction and correspond strategies of buildings have been carried through in two aspects as following : firstly, the domestic and aboard methods of damage prediction of buildings are compared and studied. the general methods, corresponding advantages and disadvantages as well as the scope of application for earthquake damage predicting of buildings are summarized. the main problems and solutions for earthquake damage predicting of buildings are submitted ; secondly, the current situations of buildings in the urban areas of zhangzhou city have been investigated

    作為漳州市抗震防災規劃的內容之一，本文就建築物震害預測及防禦對策著重開展了兩方面的研究工作：一是對國內外建築物震害預測方法的分析對比，總結了建築物震害預測的一般方法、優缺點及其適用范圍，並提出了目前建築物震害預測存在的主要問題及解決措施；二是開展了漳州市區建築物現狀調查，闡述了漳州市區主要建築類型的震害預測方法和步驟，給出了震害預測的計算實例，完成了漳州市區建築物震害預測、地震經濟損失、無家可歸和傷亡人員的估計，指出漳州市區建築物抗震防災的薄弱環節，並提出了相應的防禦對策。
  16. The three frames are category frame without upgrading seismic - measures and earthquake - design - level, category frame of higher seismic - measures and category frame of higher earthquake - design - level. then, the author carries out nonlinear dynamic analysis on three frames under intermediate earthquake action and rare earthquake action. the results show as follows : ( a ) the performance of the two category frames of higher seismic - measures or higher earthquake - design - level are much better than that of category frame ; ( b ) the earthquake - design - level of higher earthquake - design - level category frame is upgraded by 50 percent, which is a high limit that is adopted by foreign codes

    結果表明：按照提高抗震措施等級設計的乙類建築框架和按照提高地震力設計的乙類建築框架在地震作用下的反應都明顯好於僅按丙類建築進行抗震設防的框架；提高設計地震力的乙類建築框架的設計地震力提高幅度為50 % ，與國外重要建築地震力提高幅度相比已經是一個上限水準，但分析結果仍然顯示，這樣設計出來的乙類建築框架，無論是在中震還是在大震作用下，其表現出來的抗震性能都不及提高抗震措施等級的乙類建築框架。
  17. Elastomeric seismic - protection isolators - applications for buildings - specifications

    人造橡膠地震防護隔離物.應用於建築物.規范
  18. Under the horizontal earthquake action and wind force, aim at " the pure frame structure with rectangle columns ", " the pure frame structure with special - shaped columns ", " the frame - truss structure with special - shaped columns " and " frame - shear wall structure with special - shaped columns ", earthquake action analysis was done by the spacial finite element method through the changes structural parameter. analyzing systematically " structure vibration mode ", " vibration period ", " structure lateral rigidity ", " seismic action force ", " seismic response force ", " floor seismic shear force ", " lateral horizontal displacement of structure " and " members internal force ". results indicate : ( 1 ) based on equal area, the special - shaped columns replaced the rectangle columns, the structural lateral rigidity enlarges, the lateral displacement minishes obviously, the earthquake response increase slightly, the biggest increasing amount of frame columns axis - compress ratio is smaller than 0. 08. the whole aseismic performance of structure has improved ; ( 2 ) when the section ' s length and section ' s thickness ratio of special - shaped columns is smaller than 3. 6, the structure benefits to resist seismic action ; ( 3 ) the angle of horizontal seismic action with the whole coordinate is 0 degree, structure earthquake response is bigger, belonging to a control factor of structure aseismic design ; ( 4 ) the frame - truss structure with special - shaped columns and the " a " - brace has the biggest lateral rigidity ; ( 5 ) the frame - shear wall structure with special - shaped columns have bigger lateral rigidity and smaller displacement, members internal force enlarged just rightly, have much superiority of resisting seismic action ; ( 6 ) in the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ), aseismic disadvantageous building site ( iii type site ), adopting special - shaped columns structure system, should reduce possibly the building ' s self - weight in order to reduce the earthquake response ; ( 7 ) the response spectrum method of computing seismic response and the time - history analysis method have similar analysis result

    西安理工大學碩士學位論文在水平地震作用下，並考慮風荷載組合，分別對「矩形柱純框架結構」 、 「異型柱純框架結構」 、 「異型柱框一析架結構」及「異型柱框-剪結構」等四種結構體系，通過改變結構參數，運用空間有限元方法，進行地震作用計算。系統地分析研究「結構振型」 、 「振動周期」 、 「結構側向剛度」 、 「結構地震反應力」 、 「樓層地震剪力」 、 「結構側向位移」 、 「層間位移角」 ，以及「構件內力」 。結果表明:在等面積原則下，異型柱代換矩形柱后，結構剛度增大，側向位移明顯減小，地震反應力略有增加，框架柱軸壓比最大增幅小於8 % ，結構整體抗震性能有所提高;當異型柱肢長肢厚比小於等於3 . 6時，結構有利於抗震;水平地震作用力與整體坐標夾角為0度時，結構地震作用效應較大，屬結構設計的控制因素之一;異型柱框一析架結構採用「人」字斜撐，側向剛度大於「八」字斜撐和「人一八」字混合斜撐;異型柱框一剪結構側向剛度大、位移小，構件內力增大適中，是一種抗震性能優越的結構體系:在抗震設防烈度較高地區（ 8度）和抗震不利的建築場地（ m類場地） ，採用異型柱結構體系時，應盡可能減輕結構自重，降低地震作用力;分別採用「振型分解反應譜」法和「時程分析」法進行地震作用計算，兩種方法所得結果基本一致。
  19. Multi defence system of earthquake resistant building

    多道設防抗震建築
  20. In the past, making structures quake - resistant meant firm yet flexible materials, such as steel and wood, which bend without breaking

    在過去，修建防震建築意味著採用堅固同時又有較強韌性的材料，例如彎而不斷的鋼鐵和木材。
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