transfer floor 中文意思是什麼
transfer floor
解釋
轉換層-
Based on similarity theory, this paper design a 1 : 25 micro concrete scale model of shenzhen international mayor tower which is a high - rise building of frame - shear wall structure with high transfer floor, keeping model similar to prototype in loading behavior
本文根據相似理論，通過分析比較設計了與深圳國際市長大廈這一高位轉換框支剪力墻高層建築相似的1 : 25的微粒混凝土混合相似模型，盡量保持模型與原型結構在受力特點上的相似性。 -
It is necessary to carry on abnormal design, that is to disposal transfer floor structure where vertical structure changes. upside smaller room and downside larger room to stagger axes of high - rising buildings. or upside shear - wall and downside frame to meet difference of structure systems
當高層建築下部豎向結構體系或形式與上部樓層差異較大，或者下部樓層豎向結構軸線距離擴大或上、下部結構軸線錯位時，就必須在結構改變的樓層布置水平轉換層結構，進行「反常規設計」 ，將上部布置小空間，下部布置大空間；上部布置剛度大的剪力墻，下部布置剛度小的框架柱，以滿足建築功能的要求。 -
The calculation of temperature control for transfer floor concrete can adopt the methods of keeping temperature and sluicing water methods according to the cracks control for out restriction in order to informative construction
針對保溫法及蓄水法養護手段，論述了現場實施的測溫及溫度裂縫控制計算，以實現信息化施工。 -
Experimental study on seismic behaviors of transfer floor from inclined column to framed short - leg shear wall
框支短肢剪力墻結構中斜柱轉換結構的抗震試驗研究 -
To realize this type of structure lay - out, transfer floor must be laid in the floor where structure is transferred
為了實現這種結構布置，就必須在結構轉換的樓層設置轉換層。 -
According to the pseudo static tests on two specimens of transfer floor from inclined column to framed short - leg shear wall, which are subjected to the vertical loads and the horizontal cyclic loads, in this paper the stress distributions, final failure model of the specimens, paths of the load transfer and the mechanical behaviors of the transfer beam are studied in detail, the ductility and energy dissipation of the specimens are also specially studied
摘要通過對兩榀框支短肢剪力墻斜柱轉換結構在豎向荷載及水平低周反復荷載共同作用下的擬靜力試驗，分析了試件的應力分佈狀態、破壞形態、荷載傳遞規律以及轉換梁的受力性能和試件的抗震性能。 -
The beam shape of concrete transfer floor is completely studied
本文對梁式鋼筋混凝土結構轉換層的施工技術進行了深入研究。 -
Research on design and application of support frame for high - rise building transfer floor
高層建築轉換層支撐架設計及應用研究 -
Trough comparing the analysis results of two kinds of calculation model, drawing the following conclusion : ( 1 ) this structure - design satisfies the standard ; ( 2 ) in analyzing the complicated high - rise building with transfer - floor, it is very necessary to adopt at least two three - dimension - space analysis procedures with different mechanic model and use the response - spectrum analysis and time - history analysis to analyze the structure earthquake response ; ( 3 ) the calculation model with elastic slab is better than the other with being infinitely rigid in the internal slab and zero in the external slab, which reflects the real load - function situation of the structure
通過比較兩種分析軟體的計算結果，得出以下結論： （ 1 ）本結構設計滿足規范要求。 （ 2 ）比較satwe和sap2000分析結果可知，對于復雜的帶轉換層的超高層建築結構應採用至少兩個不同力學模型的三維空間分析軟體進行整體計算以及採用振型分解反應譜法和時程分析法進行地震反應分析是必要的。 （ 3 ）在sap2000分析中，將樓板模擬成彈性板，與satwe分析中的樓板平面內無限剛平面外剛度為零的模擬方式相比，這種模擬方式能更真實的反應結構的實際受力情況。 -
Seismic design concept from a pseudo - static test of steel reinforced concrete frame - core wall structure model with transfer floor
核心筒結構模型擬靜力試驗對抗震設計的啟示 -
The research on construction technology for high - rise building transfer floor is greatly significant in projects domain
因此對高層建築轉換層結構施工技術的研究，有著十分重要的工程意義。 -
Secondly, because of mass concrete structure for high - rise building transfer floor, the emphases is the control of cracks in construction
其次，對高層建築轉換層大體積混凝土結構，重點控制施工階段其裂縫的產生。 -
Finally, the dissertation takes chongqing times square for example with the analysis of the support frame of transfer floor and temperature cracks " control
最後，本文以重慶時代廣場為實例對轉換層支撐體系、溫度裂縫控制進行了分析。 -
Based on shaking table test and finite element calculation, this paper study the seismic behavior of the high - rise building with high transfer floor
本文通過振動臺試驗和sap2000有限元分析研究了高位轉換框支剪力墻高層建築的抗震性能。 -
The paper brings forward an effective method to design transfer floor structure. with convenient application, it can be used coincidently with high - rising buildings in fact
本文所作的工作旨在提出一種較為有效的方法來設計轉換層結構，使其既能符合轉換層的實際受力狀態，又能方便設計工作者的應用。 -
Basing on the feature of the structure member, the structure is simplified to a 3 - d model consist of space beams and shells, so we can make response spectrum dynamic analysis on the finite - element models. at last nonlinear finite element dynamic analysis was made about the structures. the calculated results reveal the rule of dynamic response about model the and show that the aseismic behaviour and failure mechanism of shear wall structure with src supporting frames and src girder transfer floor is better than that of rc one
在7度多遇和罕遇地震力作用下，通過對振型、側向位移、傾覆力矩和剪力在給定抗側力結構間分配的比較，以及對框支柱和剪力墻的地震響應、轉換層樓板應力比較等模擬分析，得到型鋼混凝土梁式轉換層框支剪力墻結構較鋼筋混凝土梁式轉換層框支剪力墻結構抗地震力特性上有較明顯的改善的結論。 -
With the functions of high - rise buildings becoming more and more diversified, general structions can not meet the rigidity, intensity, ductility of the modern constructions. now there are some engineer ing cases, in which, the change of column grid between the standard layer upper part and community services layer under part could accomplished by the structural transfer floor
隨著現代高層建築功能的日趨復雜，常規結構已不能滿足剛度、強度及延性的要求，將上部標準層的小柱網變為下部公共服務層的大柱網，設置結構轉換層，目前在國內已有一些工程實踐。 -
This structure is flexible in the lower part while firm in the upper part. many of this structure type surpass code limitation in setting place of transfer floor, especially disadvantageous to seismic. depended on current computation method, it is difficult to confirm the integral seismic behavior and local transfer of force exactly
帶轉換層的框支剪力墻高層建築結構屬于復雜結構，結構上剛下柔，且許多這類結構高層建築的轉換層設置位置超過了規范限制，對抗震尤為不利，結構的整體抗震性能和局部傳力情況難以依靠現有計算方法精確確定。 -
Displacements between stories only have a maximum at the under part in ordinary frame, and have a minimum at the transfer floor in structures with transfer girders
不設轉換層時，層間位移只在下部出現一個極大值;設置轉換層后層間位移在轉換層所在層出現極小值。 -
And, the structure weak - regions lie respectively in the transfer - floor, the vicinity of the 20th floor and the roof, which need to make the measure to avoid the structure plastic deformation under the action of stronger earthquake. ( 5 ) the vibration form appears the coupling of move and torsion, electing the first 15 modes to analyze can reflect accurately the actual load - function situation of the structure
轉換層、 20層附近以及頂層為結構的薄弱層，需採取加強措施以防在強震下產生塑性變形。 （ 5 ）本結構的振動形式表西安理工大學碩士學位論文現為平動與扭轉的禍連，取結構的前巧階振型作分析能夠較精確的反應結構的實際受力狀態。
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