場地烈度 的英文怎麼說

中文拼音 [chǎngdeliè]
場地烈度 英文
site intensity
  • : 場Ⅰ名詞1 (平坦的空地 多用來翻曬糧食 碾軋穀物) a level open space; threshing ground 2 [方言] (...
  • : Ⅰ形 (強烈; 猛烈) strong; violent; intense 2 (剛直; 嚴正) staunch; upright; stern Ⅱ名詞1 (為...
  • : 度動詞[書面語] (推測; 估計) surmise; estimate
  • 場地 : area; yard; space; place; site; court; field
  1. The great competition of automobile market has urged the factories to shorten the product development time ; and on the other hand, with the development of turbo, high power and light engine, the researchers have kept their eyes on the intensity more than the past

    =汽車市的激競爭,促使生產廠家極大縮短了產品開發時間;另一方面,發動機朝著增壓、高功率、輕量化方向的迅速發展,又使研究人員更加註重發動機強問題的研究。
  2. The frontal structure of longmenshan in the west of sichuan is very complex, showing intense structure deformation in overthrust belt, high structure amplitude, steep stratigraphic dip, developed fault blocks, complex seismic wave field, frequent change of lateral velocity, and poor image of post - stack time migration processing

    摘要川西龍門山前緣構造非常復雜,逆掩推覆構造帶構造形變強,構造幅大,層傾角陡,斷塊發育,震波復雜,速橫向變化大,常規疊后時間偏移處理成像效果較差。
  3. Some conclusions are drawn : 1 ) effect of inertial force from superstructures on the lateral seismic response of single pile can not be ignored ; 2 ) the lateral seismic response of single pile induced by far - field earthquake are mainly affected by acceleration mass of superstructure > site eigenperiod. it increases with the increment of accele ration and mass of superstructure. as the site characteristic frequency approaches the self - oscillation frequency of the pile, sympathetic vibration occurs and the value of lateral seismic response reaches maximum ; 3 ) as the stiffness ratio of pile to soil increase, the relative displacement of pile to soil increases ; 4 ) the lateral seismic response of fixed - head pile is much smaller than that of free - head pile

    將其解析解與具體的的抗震設防特徵周期結合起來,計算分析了成層基中單樁的橫向震響應,得到了以下結論: 1 )上部結構慣性力對樁的橫向震響應的影響不可忽略; 2 )成層基中的單樁的橫向震響應主要受震基本加速特徵周期、上部結構質量的影響,隨震基本加速、上部結構質量的增大而增大;特徵頻率越接近樁基自振頻率,樁基震響應越大,等於自振頻率時,由於發生共振現象,樁基響應幅值最大; 3 )樁土剛比越大,樁土之間的相對位移的幅值越大; 4 )樁頂固接的連接方式,可以有效降低震時單樁的橫向震響應。
  4. According to the information concerned, the analogous structure were adopted on the alamilo bridge in sevilla, spain and on the curved cable - stayed bridge on golf court in xiaoye city, bingbu country, japan. at present, this kind of structure has not utilized all over the country yet. nanjing, the region of basic seismic intensity 7, is an unfavorable site for anti - earthquake in terms of geological conditions according to seismic code for buildings

    但是,主塔屬于傾斜高聳結構,拱屬于柔性拱結構,索屬于特殊懸索結構,經檢索了解,西班牙sevilla的alamilo橋和日本兵庫縣小野市內高爾夫球上的曲線斜拉橋採用過類似結構,國內目前尚未有此形態的結構記載,南京震基本為七質條件按照建築抗震設計規范之規定,屬對抗震不利段。
  5. 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,就抗震設防較高區( 8)和抗震不利的建築(類) ,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。
  6. Finally, the thesis introduces vanke real estate company for the demonstration research object, pointing out that the vanke ' s advantage of competition is the reasonable capital structure. to meet the future development, the thesis suggest that vanke ' s optimal capital structure decision be the debt increase moderation, bring into financing leverage, multi channel financing, furthermore, to increase the facility of the financing, it should be on the base of the stability of the capital structure

    最後,文章以萬科房產公司為實證研究對象,以資本結構的相關理論為基礎,指出萬科經濟合理的資本結構是萬科在激的市競爭中的優勢,並從發展的角,提出了萬科最佳資本結構的建設性決策意見:適增加負債融資,發揮財務杠桿作用;採取多渠道融資方式,在保持資本結構相對穩定的基礎上增加應變的靈活性。
  7. Chigo air - conditioner ltd co. in the market sales volume has gone up increasingly, on competitive intense market, how to win larger market share to promote the degree of brand prestige is its most important problem faced with now. so we must know fully that brand is in the most important position in the market competition and takes affect

    志高空調在市上的銷售量日益升高,在競爭激的市上如何贏得更大的市份額,提升品牌知名是其當前所面臨的最重要的問題,必須充分認識到品牌在市競爭中的位和作用。
  8. It has been shown that the complex sites have important effect on seismic wave propagation. moreover, specialists concluded from field investigation that intensity anormaly during destructive earthquakes is in accordance with local site conditions

    復雜震波傳播有很重要的影響,震現調查顯示,異常區與條件密切相關。
  9. The investigation and study showed that caused by the influencing factors of unit of tectonics, structures of floor rock stratum, conditions of landform, seismic intensities, fault, thickness of malan loess, the distribution of seismic loess landslides is very asymmetrical, which mainly show shapes of patch, belt, line, and there are different development characteristics in different regions

    調查顯示,受大構造單元、基底巖層結構、貌條件、、斷裂構造和馬蘭黃土臨空厚等因素影響,震黃土滑坡的展布形態較為復雜,在空間上分佈很不均勻,常表現為片狀、帶狀和線狀展布,並在不同區域有不同的發育特點。
  10. The paper was written for the sake of solving the low fund utilization rate problem in the company and of reengineering the finance process in practice. shandong guohuo communications development co., ltd ( hereinafter referred to as “ guohua co. ” ) is a provincial mobile agent with more than ten years practice in managing communication equipment, in charging of sales and after - sale services of several famous brands of cell phone in the territory of shandong province

    山東國華通信發展有限公司作為一家頗具實力的省級手機代理商,面對復雜的競爭環境,為了提升企業的財務管理水平,決定從提高資金利用率的角出發,再造財務流程,打造出符合公司發展需要的財務流程,提高資金運營效益,在激的市競爭中立於不敗之
  11. 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、條件、震強和已有經驗等,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69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震作用下各類建築物基本完好; 7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震來臨時的震害程,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、結構類型、和各類建築物的震害程有關;不同造成的直接經濟損失按2一3倍向高方向遞增,漳州市區直接經濟損失由6至9的比例關系為1 : 2 . 8 : 8 . 6 : 22 . 8 ;遭遇基本震設防( 7)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;震造成的人員傷亡主要與建築物倒塌及嚴重破壞的程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住宅倒塌、嚴重破壞及中等破壞的程和總面積以及城市人均居住面積密切相關。
  12. Abstract : based on the results obtained from seismic safety evaluation of 128 engineerng sites in china, statistics and analysis of relevant intensities with differient probability levels and peak acceleration are made to provide parameters of probability levels of earthquake resistance in the seismic design code

    文摘:以全國范圍內128項工程震安全性評價結果為基礎,對不同概率水平相應的和加速峰值進行統計分析,為合理確定抗震設計規范中設防震的概率水平提供了依據。
  13. Roblems and challenges tested resuns capabilities to withstand difficult times, and were happy to say that resun can stay on top of things when difficult times comes. this is shown in the exporting division with figures amounting to over 25 million usd, paying tax 30 million rmb, selling products in over 65 countries and areas where we compete shoulder to shoulder with companies in developed countries like usa, eu countries and japan

    在以iso9001為標準加強品質管理努力開發?新產品的同時,我們繼續加大拓展海內外市的力,今年多次前往歐美澳日等參加展會,拜訪客戶,考察市並作為最大的參展商之一在廣州第九屆"中國國際寵物水族用品展覽會"上引起國際國內眾多客商的熱反響。
  14. Combining these formulas with some earthquake intensity and site - eigenperiod, the lateral seismic responses of free - head and fixed - head pile groups were calculated

    結合具體的抗震設防特徵周期,計算了成層基中群樁的橫向震響應。
  15. 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,進行震作用計算。系統分析研究「結構振型」 、 「振動周期」 、 「結構側向剛」 、 「結構震反應力」 、 「樓層震剪力」 、 「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,結構剛增大,側向位移明顯減小,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;水平震作用力與整體坐標夾角為0時,結構震作用效應較大,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:在抗震設防較高區( 8)和抗震不利的建築( m類) ,採用異型柱結構體系時,應盡可能減輕結構自重,降低震作用力;分別採用「振型分解反應譜」法和「時程分析」法進行震作用計算,兩種方法所得結果基本一致。
  16. We may all agree that the local physics of fracture or friction play a strong role, but how do these scale from the controlled conditions of the laboratory to the field case, how do we account for changes in the boundary conditions, and how do we take into account the strong interactions between faults during earthquakes

    我們可能都同意破裂或摩擦的局部物理性發揮重要的作用,但是如何將基於實驗室控制狀況獲得的這種信息用來標震事例的情況,我們如何去計算考慮邊際狀況中的變化,我們又如何計算考慮震期間斷層之間強的交互作用? 」
  17. Since china join to wto, agricultural products market would face international competition. meanwhile, under the demand of beneficial agriculture to realize strategic adjustment for agriculture products structure, it is very urgent and important to adjust transform and innovate farmland institutions. only in this way, we can fulfill rapid economic development in chinese agriculture and countryside

    在中國加入wto ,面臨國際農產品激競爭的背景下,在發展效益農業和實現農業產業結構戰略性調整的壓力下,在全面建設小康社會的目標指引下,如何實現農村土的調整、變革和創新,對推動中國農業和農村發展具有十分重要的現實意義。
  18. Secondly, based on systematical analysis and calculation with program pkpm on 120 residential buildings with rwmsw, the paper puts forward the proper height, the number of stories in five kinds of earthquake intensity, two types of site soil condition. it is founded that : it is stability of wall that is the main control condition

    通過pkpm結構設計軟體對120多例保溫模塊剪力墻住宅樓進行計算,提出了在不同的區,不同的應用該體系房屋的最大適用高,發現保溫模塊剪力墻的穩定性是起控製作用的重要的因素。
  19. This flat fills with wide the earth of strong contrast, once is rich fish yin dense ferry false place, have now filled with sightseeing guest

    這一片充滿強對比的廣闊大,一是有錢垂釣者隱密的渡假所,現在卻充滿了觀光客。
  20. We put forward the comprehensive financial innovation theory in this paper. then based on the marketing theory of bank, we discuss the idea and operating program of market expanding and market classifying through comprehensive financial innovation. in addition, by way of analyzing the case of carnation card marketing, we further expounds competitive advantage of comprehensive innovation in marketing development

    我國加入wto以後,隨著外資銀行的進入,銀行業的競爭態勢將越演越,金融業市化程將越來越高,要在強手如林的金融市上求生存、求發展,立於不敗之,唯一的出路就是創新。
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