upper structure 中文意思是什麼
upper structure
解釋
上部結構-
Based on the actual situation in the upper reaches of minjiang river, the main assessment factors such as strata structure, landform, vegetation covering eco - environment, surface water, ground water, agrotype and geological hazard are selected in this paper
本文根據岷江上游的實際情況選取巖性構造、地形地貌、植被覆蓋生態區、地表水、地下水、土壤類型及地質災害等因素作為評價因子。 -
Its tunable wave - region is over 100nm ( 701 812nm ) with the characteristics of simple manufacture and compact structure ; pulse with high energy can be obtained through q - switch for longer life ( 260us ) particles in upper level in this paper, tunable and q - switch mechanism and principle of working material alexandrite ( cr3 + : beal204 ) is firstly expatiated and analyzed. the experiment of tenability ( et ) and experiment of q - switch ( eq ) is proved feasible
該激光器波長在701 - 826nm之間，製作容易，結構緊湊；上能級粒子壽命長（ 260 s ） 、調q容易得到大能量輸出本論文首先對激光工作物質?紫翠寶石（ cr ~ （ 3 + ） ： beal _ 2o _ 4 ）的調諧與調q原理和機制進行了解釋與分析，確定了調諧與調q實驗的可行性。 -
In single pylon cable stayed bridges, and cable stayed bridges without backstays, when the bottom of the tower bears the moment from the dead load, it is concluded that non - symmetric configuration of pile cluster corresponding to the upper structure is more practical than symmetric configuration of pile cluster
當獨塔斜拉橋、無背索斜拉橋等橋梁塔底永久作用有彎矩時，與完全對稱的基礎形式相比較，和上部結構相協調的不對稱基礎形式更加適用。 -
When reinforced concrete upper structure - piled raft - subsoil system is studied, every part of this system is looked upon homogeneous discrete space. accofding to static equivalent principle, equivalent node loads are calculated, and load embattle is integrated with element equivalent node force and directly bearing load
在分析時，本文將鋼筋混凝土上部結構和地基、基礎的研究問題視為各向同性空間問題，且按靜力等效原則計算等效節點荷載，荷載列陣由單元等效結點力和直接作用於單元結點上結點荷載集成而得。 -
Three parts, upper structure, groundsill and foundation in high - rise buildings are in a full system with interaction
高層建築的上部結構、地基、基礎處於一個共同作用的完整系統中。 -
The results from this paper will permit one to predict by a fire - new and full - scale point of view the problem of interaction of the upper structure, groundsill and foundation in high - rise buildings
本研究的結果將使人們站在一個嶄新的、全面的角度來看待高層建築的上部結構、地基、基礎共同作用的問題。 -
The vibration of upper structure of bridge which caused by the dynamic action of vehicle pass the railway bridge may make the structural component fatigue and decrease the intensity and stability. the more vibration of bridge will influence the safety and stability of vehicles ; when the dynamic changing frequency of vehicle equal or approach to the free vibrational frequency of bridge, wh ich will make the resonance may intensify the response of bridge and vehicles
列車動力作用引起橋樑上部結構的振動可能使結構構件產生疲勞，降低其強度和穩定性；橋梁振動過大可能會對橋上車輛的運行安全和穩定性產生影響；當列車的動力變化頻率與橋跨結構自振頻率相等或接近時，引起的共振可能會使車橋動力響應加劇。 -
In order to evaluate the stability of the upper structure of the cross and the pillar - soil compound foundation, and provide more theoretical bases for design and construction of this type of jacking frame - overhead cross in future, the 2d fem analyses for bearing - deformation of the frame structure of the cross and the pillar - soil compound foundation are carried out, and some relevant conclusions are obtained
為了評判該立交橋上部結構與樁-土復合地基的穩定狀態，同時為今後此類型頂進框架立交橋的設計與施工提供更多的理論依據，對該立交橋的框架結構與樁-土復合地基的承載變形進行了平面有限元分析，取得了相應的認識。 -
Two - level algorithm is developed to deal with the two objective function optimal designs that are the radial constraint force and the axial force of the upper structure. corresponding program has been developed to optimize the prestress of the lamella ' s suspen - dome and kiewitt ' s suspen - dome. analysis of construction process is the key problem to suspen - dome
本文採用二級優化的步驟對徑向約束反力和上部桿件軸力兩個優化目標同時進行了預應力優化，並編制了相應的程序對聯方型和kiewitt型弦支穹項結構進行了預應力優化設計。 -
The cancellation of web bending reinforcement and continuous bar in upper structure of continuous rigid frame bridge is discussed with mechanics method. 4
並對連續剛構橋上部結構設計中取消腹板彎起索、下彎索和連續束問題進行了探討，從力學角度進行了分析研究。 -
The solution show that the upper structure reduces the internal forces of plate
算例結果表明上部結構剛度對基礎板的內力有減小作用。 -
The main parts in the upper structure that bear pressure are of pipe truss structure and pin shaft link
本機上部結構的主要受壓構件為管絎結構，銷軸連接。 -
When the deviation between the placing position and construction reference line of caisson for gravity wharf is big enough, the verticality of upper structure, i. e. crest wall will be affected, and furthermore the visual quality of the wharf will be influenced
摘要重力式碼頭沉箱安裝的位置與施工準線的偏差過大，會影響上部結構胸墻的豎直度，進而影響到碼頭觀感質量。 -
For all long, however, they have been divided up in routine design that is taken at large by engineers, i. e., the rigidity relation and deformation correspond thereof are not considered so that the deformation and displacement from foundation are neglected, which will result in errors neglecting the restrained function to the warp of foundation due to the rigidity of the upper structure and the secondary stress of the upper structure because of different settlement from the foundation
而長期以來，工程界普遍採用的方法是將上部結構、基礎以及土體分割開來，不考慮各部分之間的剛度聯系和變形協調，忽略了基礎的變形和位移，從而忽略了上部結構剛度對基礎翹曲的限製作用，以及基礎的差異沉降對上部結構引起的次生應力，因而在安全性和經濟性方面都存在缺陷。 -
Swing control brake swing control brake make the machine holede on the desired position from its continous swing, and prevent the upper structure from swinging caused by hydraulic drift
應用旋轉控制制動器，可在合乎要求的位置上鎖住旋轉的繼續運行，並能防止上部結構由於液壓漂移所產生的擺動。 -
In this thesis, a new method named local analysis method was presented which the whole structure is divided into two parts : the upper structure and the lower structure. the problem distribution of initial pre - stress of suspen - dome can solved by this method
提出了基於將上部單層網殼和下部索桿體系兩部分結構分塊的新的分析方法?局部分析法，可以解決弦支穹頂結構的初始預應力分佈的確定問題。 -
The upper structure installation technology of jiangyin yangtze river bridge
江陰長江大橋上部結構安裝施工技術 -
Through supported steel pipe concrete tied arch bridge upper structure construction technology
下承式鋼管混凝土系桿拱橋上部結構施工技術 -
The paper probed the applying of multi - ribbed slab with outer light frame structure ( mrsolfs ) to the upper structure of buildings with commodious space at the bottom and the feasibility of replacing lfswsums with frame - supported multi - ribbed composite slab structure ( fsmrcss ). firstly, the paper carried out test study base on the pseudo - static test under horizontal loads on four two - spanned model members of fsmrcss, including three 1 / 2 - scaled two - storeyed models and one 1 / 3 - scaled three - storeyed model. by the test study, the paper analyzed the test results, including analysis on mechanical property of the constructure under vertical loads, and failure mode, deformation capacity, aseismic performance under horizontal loads and constant vertical loads
本文首先對三個兩跨兩層和一個兩跨三層的底部大空間框支密肋復合墻結構的1 2和1 3比例模型進行偽靜力試驗研究，通過對底部大空間框支密肋復合墻結構在豎向荷載及與水平低周反復荷載共同作用下的受力性能的試驗研究，探討了結構的變形性能、滯回耗能和破壞形態，並與框支砌體結構進行對比分析。 -
The load of the foundation of pile - cap related with not oniy the load of upper structure, the strength of material, the style of structure, the rigidity of pile etc., but also the variable soil, as forms a cornplex system
樁基承臺的受力不僅與上部結構荷載、材料強度、結構形式、基樁的剛度等因素有關，而且受千變萬化的地基土質的制約，形成了一個非常復雜的體系。
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