earthquake construction 中文意思是什麼

earthquake construction 解釋
抗震結構
  • earthquake : n. 1. 地震。2. 大變動，動亂。
  • construction : n 1 建築，結構，構造，架設，鋪設；建設；設計；工程；建築法，構造法，建築物；【戲劇】搭置，布景，...
  1. Based on extensive investigation of construction technique history of chinese ancient buildings, the structure method, structure developing history and seismic behavior of chinese ancient timber structure buildings are analyzed in several respects of the structural system and form. through a series of experiments on constituent parts of chinese ancient timber building structure, including the tests on the corbels and brackets called dougong subjected to low cyclic reversed loadings, the tests on the wooden frame using the tenon - mortise joints as connections of column and beam subjected to low cyclic reversed loadings, the tests on vibration isolation effect of friction and slippage between column footing and their socle base, and a series of shaking table tests on a chinese ancient timber structure palace building mode under artificial earthquake at serving conditions, destroyed conditions and reinforced conditions, many valuable results of structures such as moment - curvature hysteretic loops of dougong structure and tenon - mortise joints under low cyckc reversed loadings, the static function, the seismic performance, energy dissipation, vibration reduction, energy - loss mechanism, nechanicalmode and failure mode were studied. aplenty of valuable parameters of the structure system were obtained, such as the natural period of structure, vibration modes, damping ratio, factor of vibration isolation, oscillate amplitude of ineitial accebration, velocity and displacement, magnitude of slippage, and the mechanism of structure failure and collapse etc. based on these research, the complete analysis of ancient timber structure under earthquake were carried out in which including mechanism analysis method, calculating mode, strength analysis of members and joints, strengthening methods for serving damaged ancient timber structure buildings were also taken into account

    依照宋代《營造法式》建造了抬梁式殿堂木結構構件及結構模型，對中國古代木結構中的典型構造如：柱腳在礎石頂面平擱簡支、柱架榫卯連接、柱高不越間之廣、側腳、生起、斗拱等的構造機理及結構功能進行了量化分析和實驗研究： （一）通過木柱石礎靜摩擦試驗，測定了柱腳與石礎古鏡面間的摩擦系數及摩擦力隨上部結構荷載變化的規律； （二）通過單柱承載力試驗，測定了古建築中木柱的受力變形特徵、破壞模式、及模型材料的變形模量、極限承載力、極限變形等參量； （三）通過柱架低周反復荷載試驗，測定了柱架的抗側移剛度、柱架恢復力特性及滯回曲線、榫卯張角剛度及其變化規律、柱架及榫卯的極限承載力和極限變形、及榫卯減振參數； （四）通過斗?低周反復荷載試驗和受壓試驗，測定了古建築木構件與木構件間摩擦系數，斗?抗側移剛度，斗?恢復力特性及滯回曲線，斗?抗壓極限承載力及受力變形規律； （五）通過抬梁式殿堂間架模型振動臺試驗，測定了殿堂木構架結構自振周期，地震反應振形、阻尼特性及阻尼比；按結構分層特點對柱腳、柱頭和斗?層上的屋蓋的地震反應採用多點同步測量，對柱根滑移、榫卯變形、斗?的變形、復位、耗能減振參數等進行了定量分析。
  2. It also has important reference value for the similar construction. by the safety and seismic evaluation of this aqueduct bridge, it has shown that ( 1 ) besides the structure of this aqueduct bridge was basically unharmed without some flake of concrete cover and revealing stirrup, its intensity basically reached the need of primary design. ( 2 ) from the side of carrying capacity, rib arch could satisfy the needs under the action of wind and earthquake, but some individual frame crossbeams and most rib arch tie beams could n ' t satisfy the need

    通過對東滑峪渡槽進行安全性能和抗震性能評估后表明： （ 1 ）渡槽除肋拱頂面有保護層剝落、箍筋外露，結構基本完好，其強度基本達到西安理工大學工程碩士專業學位論文原設計的強度要求； （ 2 ）從承載力方面看，在風荷載、地震作用下，肋拱基本滿足要求，個別排架橫梁不滿足要求，肋拱連系梁普遍不滿足要求；計入水平橫槽向地震作用的工況為設計控制工況。
  3. 3 the effect of soil layer construction on earthquake wave propagation the effect of soil layer construction on different waveform is not uniform

    3 、場地土層結構對地震波傳播的影響土層結構對不同類型的地震波的傳播有不同的影響。
  4. It is necessary to decide the reasonable mode number when we analyze earthquake action in construction design

    建築結構在進行地震作用計算時，確定所需計入的振型數是必不可少的。
  5. The construction projects which may induce serious secondary disasters mentioned in this law refer to construction projects which may, as a result of earthquake damage, lead to flood, fire, explosion, leak of a large amount of hypertoxic or strong corrosive materials and other serious secondary disasters, including such projects as large dams, embankments, petroleum and gas tanks and the facilities storing inflammables or explosive substances, hypertoxic or strong corrosive materials and other construction projects which may induce serious secondary disasters

    本法所稱可能發生嚴重次生災害的建設工程，是指受地震破壞后可能引發水災、火災、爆炸、劇毒或者強腐蝕性物質大量泄漏和其他嚴重次生災害的建設工程，包括水庫大壩、堤防和貯油、貯氣、貯存易燃易爆、劇毒或者強腐蝕性物質的設施以及其他可能發生嚴重次生災害的建設工程。
  6. Due to the job location of underground engineering in city are mostly stand in the centre of city, especially these large city in which the landform are complicated, the population are numerous and surrounding buildings are dense, which make the construction more difficult and the earthquake effect by blast may endanger the safety of surrounding environment in projects

    由於城市地下工程施工地點多在城市中心地帶，特別是一些大城市的中心地區，地形復雜，人口眾多，周圍建（構）築物密集，在實際的爆破工程中，使得施工難度增大，爆破產生的地震效應可能危及周邊環境的安全。
  7. Owing to many advantages such as high load capacities, good fire and earthquake resisting behavior and convenience for construction. concrete - filled steel tubular ( cfst ) arches have been more and more widely used in practical constructions especially in highway and city arch bridges

    鋼管混凝土拱形結構具有跨越距離大、承載能力高、塑性和韌性好、施工方便、耐火和耐腐蝕性能好等優點，在實際工程特別是公路和城市橋梁中得到了越來越廣泛的應用。
  8. On the base of researching lots of information, the author particularly analyzes and compares the technique and economic index of steel residence and traditional structural system - rc structure to reflects the steel residence ' s good overall economic benefit by concrete datum from the material cost, effective service area and the construction ' s speed etc. discuss the optimum structural system of different scale of earthquake. the theory and example illustrate that when high steel residence has great horizontal load, the frame - prop structure is optimum

    在大量資料研究的基礎上，作者進行了一個六層住宅建築實例的技術性與經濟性分析比較，該建築分別採用鋼結構和傳統結構體系? ?鋼筋混凝土框架結構，通過具體數字，從結構主材造價、有效使用面積、施工速度等幾方面反映鋼結構住宅建築的綜合經濟效益好，討論了不同地震烈度下兩種結構的優化體系，理論、結構分析算例和此實例分析都說明了有較大水平荷載時，多、高層住宅鋼結構宜採用鋼框架? ?支撐結構體系。
  9. Such parameters as in - service function, construction technique, construction speed, earthquake resistance behaviour and fire resistance behaviour were analyzed, the results showed that rpc filled in steel tube columns had advantages over other columns in the respects. from the economical analysis of different columns supporting similar loading, it can be seen that the material price of rpc filled in steel tube columns was the lowest. considering outstanding durability of rpc material, the macro - price of rpc filled in steel tube columns should be the lowest and the economical benefit should be the best

    通過對鋼管活性粉末混凝土柱的建築使用功能、施工工藝、施工速度、抗震性能、耐火性能等眾多指標的分析以及在構件承受相同荷載條件下鋼管活性粉末混凝土和不同強度的鋼管混凝土、鋼筋混凝土、鋼柱的材料造價的比較，可以看出，鋼管活性粉末混凝土的局部造價是最低的，結合rpc材料優異的耐久性能，可以認為該組合結構的材料造價是最低的，具有極好的經濟效益。
  10. With the development of civil construction and the increase of population density, the harm of earthquake becomes more and more serious. it is very important to make preparation to reduce the lost of earthquake

    隨著城市建設的發展和人口密度的增大，地震對人類的危害變的越來越大，做好抗震防災工作具有非常重要的現實意義。
  11. The establishment of seismogenic faults and epicenter of the earthquake will benefit for the disaster mitigation and city construction of beijing

    這些活動斷層和震中位置的確定，有利於首都地質災害防治和城市建設。
  12. However the experience about design of high arch - darn is not enough in deep valley, especial when the dam is located in the areas of intensive earthquake. therefore the study of three dimension earthquake response is great significant in reality and history to the hydroelectric construction

    然而，由於缺乏在河谷高寬比大的高拱壩設計經驗，特別是在高地震烈度區修建高拱壩，因此，本項目的研究分析具有十分重要的現實意義。
  13. Wall panels with god light solid firewall : minimum and most waterproofing curing and most provincial area, the best free power, the highest level of fire safety, earthquake resistance performance of the best and most noise, the maximum effectiveness, the most convenient construction, the largest span of 10 highly unparalleled advantages

    壁神輕質實心防火墻板具有：最輕、最防水防潮、最省面積、最佳吊掛力、最高防火級別、最佳抗震抗沖擊性能、最隔音、最高功效、最施工方便、最大跨度高度十項無與倫比的優點。
  14. In order to enhance the earthquake - resistant ability of the construction and offer the reference to designers, they put forward the corresponding technical measures to the nonstructural components

    對建築的非結構構件提出了相應的抗震設防技術措施，以提高其抗震能力。
  15. The cast - in - place pile has become the major foundation form to road and bridge construction for the feasible practice of various geological structure, load bearing and strong resistance to earthquake

    鉆孔灌注樁基礎能適應于不同地質條件、荷載情況，抗震能力強，因此成為了公路橋梁的主要基礎形式。
  16. Abstract : based on the destruction mechanism of earthquake to buildings and the theory of frame e - lastic - plastic force, a discussion is made of how to enhance the antiseismic ability of frame structure dur - ing the construction

    文摘:針對地震對建築物的破壞機理，根據結構彈塑性理論，提出了在施工中為提高框架結構抗震能力應特別注意的問題。
  17. The feasible study of xiaowan double curved arch - dam aseismatic analysis resulted, there are internal partly high stress in the dam at basis situation, in earthquake response and in the construction. the structure shoud be modified to meet the need of low stress

    可研階段的抗震分析計算結果表明，在基本工況和地震特殊工況及施工期，壩體局部存在較高的應力與不利分佈，有必要進一步改善體型和結構布置以降低壩體應力水平。
  18. The pseudo - dynamic test of 1 / 3 - scale model six - story building assembled with hollow shear wall with seams. the internal forces, the deformation and the failure mechansm of the building under earthquake are studied. the rules of frequency, damping and response spectrum are studied. the characters of earthquake response such as structure displacement, interstory drift, action of earthquake, the amplificatory coefficient of acceleration and the rule of strain are discussed. at last, this paper presented the design method of this structure based on the aseismic style and put forward the construction

    進行了帶縫空心剪力墻結構六層樓房的1 3模型的擬動力試驗，研究了結構在水平地震作用下的受力特點、變形特徵、破壞形態等力學性能；得到了結構在不同受力階段的頻率、阻尼、反應譜等動力特性變化規律；討論了結構各樓層的水平位移、層間位移、地震力、加速度放大系數及構件應力分佈規律等結構地震反應特徵；指出了結構的抗震類型、薄弱層及薄弱部位；提出了多層帶縫空心剪力墻結構的第一階段設計方法和相應構造措施。
  19. For the construction projects such as nuclear power plants and nuclear facilities, which may lead to serious secondary disasters due to radioactive contamination in the wake of earthquake damage, seismic safety shall be evaluated carefully and the projects shall be fortified against earthquakes strictly in accordance with law

    核電站和核設施建設工程，受地震破壞后可能引發放射性污染的嚴重次生災害，必須認真進行地震安全性評價，並依法進行嚴格的抗震設防。
  20. Based on the investigation of resident houses in taishun which was destroyed by shanxi reservoir earthquake and the site inspection of the destruction of building near epicenter, it is pointed out that the reason for severe seismic damage is that masonry - concrete structures built in recent years did not obey the rule of the code for seismic design of buildings [ 1 ], which mainly contains three aspects, first, the construction of wall was not consistent with the code, second, the design of structure was not reasonable, last, the site selection of base foundation was not good enough

    摘要通過對今年2月4日2月16日文成、泰順發生的珊溪水庫一系列地震中受災的民房破壞調查（現場勘察地震給震中附近的建築造成的破壞） ，筆者指出這次系列地震震害較重的主要原因是：近年農村新建的磚混結構沒有按《建築抗震設計規范》建設，主要有三個方面：其一，墻體違反規范施工；其二，結構設計不合理；其三，地基基礎選址不恰當。
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