earthquake engineering 中文意思是什麼

earthquake engineering 解釋
地震工程學
  • earthquake : n. 1. 地震。2. 大變動，動亂。
  • engineering : n. 1. 工程（技術），工程學。2. 開車技術。3. 土木工程，工事。4. 操縱，管理。
  1. Clough, r. w., " reservoir interaction effect on the dynamic response of arch dams ", proceedings of us - prc bilateral workshop on earthquake engineering. vol. 1, august, 1982, harbin, china

    張楚漢、王綦正，緊水灘拱壩動力分析，拱壩技術（中國拱壩情報網刊物） ， 1985年三期
  2. H. - h. hung, y. - b. yang, “ elastic waves in visco - elastic half - space generated by various vehicle loads ”, solid dynamics and earthquake engineering, 21 ( 2001 ), 1 - 17

    吳政樺， 「高速移動載重在半無限域彈性體表面振動之模擬」 ，國立成功大學土木工程學研究所碩士論文， 1999年6月。
  3. This system was developed under specifications formulated by a special committee of the earthquake engineering research institute.

    這一系統是按照地震工程研究所一個特別委員會提出的規格建造的。
  4. Minzheng zhang ， xun guo ， qingli meng ， study on shaking table tests of building models ， china - us millennium symposium on earthquake engineering ， beijing ， china ， 2000

    參與科研項目「地震模擬振動臺試驗縮尺模型一致相似律及其應用研究」 ，獲中國地震局防震減災優秀成果三等獎， 2002 。
  5. Sakashita, m., kono, s., tanaka, h., and watanabe, f., " lateral force resistance mechanism of a multi - story shear wall and peripheral members, " proceedings of the 7th japan - taiwan - korea joint seminar on earthquake engineering for building structures ( seebus 2005 ), seoul, korea, pp. 11 - 20 ( 2005 )

    方一匡，張簡建良，林廷駿， 「自充填混凝土梁在彎矩，剪力及扭矩組合載重之承力行為」 ，高性能混凝土在結構工程應用之研討會論文集，臺南，第211 - 246頁（ 2005 ）
  6. Weng, c. c., yin, y. l., wang, j. c., liang, c. y. and huang, c. m., “ experimental investigation on rectangular src columns with multi - spiral confinements, ” 4th international conference on earthquake engineering, taipei, taiwan, oct., 2006

    尹衍梁、翁正強、王瑞禎、梁景裕，預鑄五螺箍src柱之軸壓與反覆載重抗震試驗，第四屆海峽兩岸及香港鋼結構技術交流會，上海， 11月， 2006 。
  7. The numerical results, such as the pga, pgv, peak ground displacement, and the three - component time - histories developed for beijing area, have a potential application in earthquake engineering field and building code design, especially for the evaluation of critical constructions, government decision making and the seismic hazard assessment by financial / insurance companies

    利用數值模擬方法所得的較為真實的強地面運動參數，即加速度、速度、位移和時程特徵，可為北京地區工程建設的抗震設計、救援設施的選址、以及金融及保險部門的風險性評估提供一定的依據。
  8. Constantinou, m. c., t. t. soong, g. f. dargush, ” passive energy dissipation systems for structural design and retrofit ”, mceer monograph, multidisciplinary center for earthquake engineering research, buffalo, new york, ( 1998 )

    張士賢，樓房結構加裝線性液流阻尼器之動力行為探討，碩士論文，國立成功大學土木工程研究所，臺南（ 2001 ） 。
  9. Professor ko s research interests are centrifuge modelling, earthquake engineering, mechanical properties of soil and rock, constitutive modelling and soil - structure interaction. he has published over 200 publications in these areas of research interests

    高教授的研究興趣包括離心模擬地震工程土石的力學性質本構模型和土與結構相互作用，發表的學術性文章超過200份。
  10. By the researches on seismogeology, engineering earthquake, engineering drilling, geophysics and geochemistry in the recent years, the fault in the north foot of wuguishan mountain is proved not only to be exist but also to be a large - scale one, which having still been of certain activity since the late quaternary

    摘要近年通過地震地質、工程地震、工程鉆探、地球物理、地球化學等多項工作，不僅確認了五桂山北麓斷裂的存在，而且證明它是一條具有較大規模的斷裂，晚第四紀以來仍有一定的活動性。
  11. The philosophy and methodology of performance - based seismic design ( pbsd ) has been an extensive topic discussed by earthquake engineering experts at home and abroad. in this paper, research work on displacement - based seismic design ( dbsd ) at home and abroad are systematically collected and analyzed. based on the available references of seismic behavior of frame - wall buildings, the method of dbsd of reinforced concrete frame - wall buildings is primarily put forward by taking into account the fault of methods of seismic design in current code. the main contents are as follows : the actual stiffness of frames and seismic walls at different deformation stages are determined from experimental data, and the results are adopted in the dbsd method

    本文對國內外基於位移的抗震設計研究成果進行了較系統的綜述與分析，在已有框架-剪力墻結構抗震性能研究的基礎上，針對現行抗震設計方法的不足，提出了鋼筋混凝土框架-剪力墻結構直接基於位移的抗震設計方法，並對其進行了一些研究和探索，主要內容如下：對國內外框架和剪力墻的模型試驗數據進行分析，量化了剛度退化系數與層間側移角之間的關系，並將其結果引入框架-剪力墻結構直接基於位移的抗震設計方法中。
  12. Firstly, the constitution and characteristic of ims system ' s is introduced. and the state of art is summarized. then the shock table test for a l / 2. 7scale model of the very system performed by the institute of yunan province for earthquake engineering research is presented in detail

    首先介紹了預應力板（梁）柱體系的基本構成及其特點，總結國內外對該體系的研究現狀，詳細介紹了雲南省工程抗震研究所對該體系進行的振動臺試驗研究情況。
  13. Wave propagation in saturated soil and sand liquefaction are two important subjects in earthquake engineering and geotechnical engineering

    飽水介質中的波傳播和砂土液化是地震工程和巖土工程中兩個重要的問題。
  14. Strong ground motion records, one of the experimental resources for earthquake engineering, have made an important role in earthquake engineering research

    建立了一個強震記錄數據庫。作為地震工程研究的重要基礎性資料，強震記錄的重要性不言而喻。
  15. T. kobori, m. takahashi. seismic response controlled structure with active variable stiffness system [ j ]. earthquake engineering and structural dynamics. 1993, 22 ( 9 ) : 25 - 41

    歐進萍.土木工程結構振動的智能控制研究與發展[ c ] .國際結構控制與健康診斷研討會論文集. 2000 （ 12 ） : 103
  16. As a major cause of site damage during earthquakes, soil liquefaction is an important subject in earthquake engineering and geotechnical engineering

    自casagrande的經典工作以來，國內外的許多學者都對土壤的液化問題做了深入的研究。
  17. The deformation analysis was made to a 12 storey reinforcement concrete structure, building in site condition ii, earthquake fortification level 8, by a program idarc - 2d which is put forward by the state university of new york at buffalo. the strong ground motion records obtained from pacific earthquake engineering research ( peer ) stiong ground motion database. thirty - eight waves were selected from the database by sorting the site condition and peak ground acceleration a comparison was made to the thirty - eight records " response spectra and the design response spectrum. thirteen waves were selected to the deformation analysis, el - centro wave and taft wave were added as a comparison. the result of computation shows that the selected waves damaged the structure severely than the el - centro wave and taft wave

    利用idarc - 2d對一建於8度類場地上的12層鋼筋混凝土框架結構進行了大震下的變形驗算。強震記錄取自加州國家地震中心強震數據庫，按場地類別和峰值加速度對數據進行分類處理，從中選出38條波進行反應譜的擬合。最終選定擬合較好的13條波進行本次試算，作為比較加入了常用的el - centro波和taft波。
  18. In the field of earthquake engineering, structural experiments are still important means for understanding behaviors of structures and their components

    在結構工程領域，結構試驗是研究結構及構件性能的重要手段。
  19. Earthquake engineering and engineering vibration

    地震工程與工程振動英文版
  20. Summary on the 13th world conference on earthquake engineering

    第13屆世界地震工程大會概述
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