aseismatic design 中文意思是什麼

aseismatic design 解釋
抗震設計
  • aseismatic : adj. 耐震的。
  • design : vt 1 計劃，企圖，立意要…。2 指定，預定；留給，留著。3 設計，草擬，擬定，籌劃；起草，畫草圖，打（...
  1. Aseismatic design of the factory building of single storey of bricks

    單層磚柱廠房的抗震設計
  2. Evaluating aseismatic design of old buildings by using ann analysis

    基於神經網路理論的房屋兩級抗震鑒定法
  3. Aseismatic design of brick masonry building with frame - shear wall at lower two stories

    八度區底部兩層框墻磚房的抗震設計
  4. Specialize in structural design and consultation of industrial and civil architecture, especially in the field of the building ' s settlement and cracking, the reliability in use and the aseismatic property, etc

    本人主要從事工業與民用建築的結構設計和咨詢，如建築物沉降、開裂、使用可靠性、抗震性能等。
  5. In this paper, with reference to the relevant aseismatic design theories for bridges, the design of the bridges at the seismic zone of the railway is simply analyzed and studied

    主要結合橋梁抗震設計理論，對青藏鐵路9度地震區橋梁設計進行初步的分析探討。
  6. In addition, the results from vibration shapes - separation - spectra method and time - history method were compared, and the compared result is valuable for aseismatic design

    論文最後對所有研究工作進行了總結，得出了有參考價值的結論，並指出進一步研究中亟待解決的問題。
  7. Finally, the author has made some suggestions and data about geometric non - linear effect and spatial self - bracing function on aseismatic design of multi - storey and highrise concrete frame structure

    最後，對抗震設計中考慮幾何非線性效應及空間相互作用對多高層框架結構的影響提供一些參考建議和資料。
  8. The damage performance - based aseismatic design method can calculate distortion and dissipating hysteretic energy under seismic action, and form intuitionistic aim matrix of damage performance by damage index

    基於地震損傷性能的設計方法考慮了地震作用下結構的變形和累積耗能，並將性能量化為損傷指數，形成直觀的損傷性能目標矩陣。
  9. Article 19 all construction projects shall be designed in compliance with the requirements for fortification against earthquakes and in conformity with the standard aseismatic design and shall be constructed in accordance with the design

    第十九條建設工程必須按照抗震設防要求和抗震設計規范進行抗震設計，並按照抗震設計進行施工。
  10. So the topic for farther discussion will be developed on the ground of soil - foundation - structure interactions, and em phasizes particularly on the investigation for dynamic effects on interaction of pile - supported structures subjected to lateral seismic load at layered - soil media. it will provide engineering application with practical and concise computational method, but also provides the aseismatic design for pile - supported structures with proper theory foundations and schemes to some extent on condition that definite codes are absent at present. the full article is divided into six chapters, as follows : 1

    本論文工作將圍繞地基-基礎-上部結構共同作用這一課題作進一步探討，側重於水平地震作用下層狀地基土中的樁基-建築物的動力相互作用的研究，為實踐應用提供了適合於工程目的的、比較簡捷的實用計算方法，亦擬為沒有明確規范指導的樁（土）基礎-結構抗震設計提供一定的理論依據和設計建議。
  11. 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。
  12. In this paper, the researching and developing situating at home and abroad on aseismic properties of the masonry structures are reviewed. aiming to the defects of the calculated formulas of the aseismatic shear strength of brick walls in the code for seismic design of building ( gb50011 - 2001 ) and the code for design of masonry structures ( gb50003 - 2001 ), through test on brick wall models between the single wall and the wall with flanges, restoring force characteristics, the behavior at failure of the brick masonry wall and the effect of longitudinal wall under cyclic horizontal loading were analyzed the aseismic capacity has increased by 31 % for wall with flanges, the rigidity and deformation of the wall has gone up greatly too. the conclusion that the effect of longitudinal wall should be comprised in the aseismatic formulas was proposed

    本文回顧了國內外關于砌體結構抗震性能的研究與發展現狀，針對建築抗震設計規范（ gb50011 - 2001 ）和砌體結構設計規范（ gb50003 - 2001 ）中墻體抗震驗算公式中的不足之處，通過單片墻和帶翼緣墻在垂直荷載和水平反復荷載作用下的對比試驗，研究了帶翼緣墻在水平反復荷載作用下的恢復力特性曲線、磚墻破壞特徵以及縱墻的影響等，翼緣墻的存在，主墻抗剪能力可以提高31 ，剛度及變形能力也均有較大提高的結論，墻體驗算公式中應當考慮縱橫墻共同作用的影響。
  13. " field observation of high rock - fill dams and feedback data analysis " and " dynamic analysis of high earth and rock - fill dams and aseismatic measures ", the concepts and methods obtained in the above two consulting items were creative and evaluated by the ministry of electric power as being of international level. the research findings were adopted in such large - scale projects as the tianshengqiao water contral project, ming tombs water control project. dahe water contral project, ming tombs water control project, dahe water control project and lianhua water control project and awarded the second prize of scientific and technical advancement of the ministry of electric power. ( 2 ) the research on the stress - strain correlation of dam construction materials was awarded the second prize of scientific and technical advancement of the ministry of electric power. ( 3 ) the result of the field observation test and computational analysis for the tailing dam improvement project of xuzhou power plant was adopted by the east - china design institute of electric engineering with considerable economic benefit. ( 4 ) the result of the geotechnical test and data analysis of wenfu mine project was applied in the project with considerable economic benefit. ( 5 ) the field observation and data analysis of the kezier reservoir project provided a solid base for ensuring the normal operation and management of the reservoir

    「高堆石壩原位觀測和反潰分析研究」及「高土石壩動力分析及抗震工程措施研究」咨詢項目提出了具有開拓性的觀點與方法，經電力工業部鑒定評為國際先進水平，該兩項成果已應用於天生橋、十三陵、大河、蓮花等大型工程獲電力工業部科技進步二等獎； 「壩料土動力應力應變關系的研究」咨詢項目獲電力工業部科技進步二等獎， 「徐州發電廠灰壩加固工程勘測試驗與計算分析」咨詢成果已被華東電力設計院設計采納，工程效益顯著； 「甕福磷石膏渣場工程土工試驗與數值分析」咨詢成果已應用於國家重點工程甕福礦肥基地建設，效益顯著； 「克孜爾水庫工程原型觀測數據庫與資料分析」咨詢項目為水庫運行與管理提供了有力保證。
  14. According to the code for aseismatic design of building structure ( gbj11 - 89 ), the seismic base - shear method has always been used to calculate the seismic response of building structures. in those structures, their weights and rigidities equally distribute along their heights which do not exceed 40m, and their deformations are mostly the shearing type ( when the structures " ratio of height and width are smaller than 4 )

    我國《建築抗震設計規范》 （ gbj11 ? 89 ）中規定，對于重量和剛度沿高度分佈比較均勻、高度不超過40m ，並以剪切變形為主（房屋高寬比小於4時）的結構，可採用近似計演算法，即底部剪力法來計算其地震響應。
  15. The main contents of this thesis are the aseismatic performance and design theory of steel reinforced concrete structures and unbonded prestressed concrete structures

    本文的主要研究內容是型鋼混凝土結構和無粘結預應力混凝土結構的抗震性能和設計理論。
  16. Experience in the aseismatic reinforcement design for the office building of brick masonry structure

    磚混結構辦公樓抗震加固改造設計實踐
  17. In order to avoid similar damage in future, investigation of some further new and finer joint types of the beam - column connections, analyses of the damage mechanism of new joints types under cyclical load and advance of new aseismatic design measure are not only significant from the theoretical aspect, but also important in practice

    為了避免人員傷亡和財產損失，研究新的、性能優良的節點連接方式，找出新型節點在循環荷載作用下的破壞機理，提出新的節點構造和抗震設計對策，不僅具有重要的理論意義，同時也具有重大的工程意義。
  18. Compared with other dampers, vdw has its specific advantages such as the full utilization of space, the provision of larger damping force, the convenience of installation, and the low cost of maintenance and so on. vdw not only can be applied in the earthquake - reduction design of new buildings, but also be used in the aseismatic retrofitting of existing buildings

    與其它阻尼器相比，粘滯阻尼墻可充分利用墻體所提供的空間，產生足夠大的阻尼力；既適合新建工程的減振設計，又能用於現有結構的抗震加固，且安裝方便、維護成本低，是目前較為理想的阻尼消能元件。
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