wall-slab structure 中文意思是什麼
wall-slab structure
解釋
墻板結構-
Considering the special structure of multi - ribbed slab, founding diphase body mechanical model of compound material, strengthening rib beam and rib pillar by equivalent volume ratio of concrete and slice brick, the paper drew elastic compution constant and shear constant. based on the things, the paper simplified isotropy compution model to wall, gave practical design formula of elastic mold and shear mold, provided necessary parameter for practical design formula of elastic rigidity. finally the calculating results agree well with the text results
結合密肋復合墻板的特殊構造，建立墻板的復合材料二相體力學模型，按照混凝土與砌塊體積比不變原則對肋梁肋柱同時加強，得出墻板的彈性計算常數及剪切常數，在此基礎上，進一步將墻板簡化為各向同性的計算模型，給出墻板彈性模量及剪切模量實用計算公式，為密肋復合墻板的實用彈性剛度計算公式提供必要的參數。 -
Civil engineering new technology research institute of xi ' an university of architecture and technology, meeting the nation ' s call for wall reform, industrialization and continuable progress, invented a new structural system - multi - ribbed slab structure ( mrss ). the new structure is characterized by low self - weight and high strength, high efficiency in saving energy, construction convenience and low cost. previous study showed mrss is super ior to masonry structure in economy, technology and aseismic performance
西安建築科技大學建築工程新技術研究所研製開發的密肋壁板結構體系，具有輕質高強、高效節能、施工簡便、造價低廉等顯著優點，並且前期的研究表明，密肋壁板結構的各項經濟技術指標和抗震性能都優越于磚混結構，因而用前者取代後者具有重要而深遠的現實意義。 -
The research object in this text is the actual project - - the mansion of yatingyuan ( 40 layers above the ground, 125. 4 meter high ). the structure - design is by satwe and the analysis of the structure dynamic characteristic and earthquake response by sap2000, whose calculation models are set up according to the actual size of the structure. in satwe, the analysis model of beam and column is simulated by frame - element, slab is plane - element, shear - wall is wall - element and slab is infinitely rigid in the internal and zero in the external ; in sap2000, beam and column is frame - element, slab and shear - wall is shell - element and slab is elastic floor
本文以實際工程項目? ?雅庭園商業中心大廈（地面以上40層，建築總高度為125 . 4米）為研究對象，結構設計採用satwe ，結構的動力特性和地震反應分析採用sap2000 。結構satwe和sap2000分析的計算模型均按結構的實際尺寸建立， satwe分析模型的樑柱採用桿元模擬，樓板用薄壁殼元模擬和剪力墻用墻元模擬，樓板平面內無限剛、平面外剛度為零； sap2000分析模型的樑柱採用桿元模擬，樓板和剪力墻用殼元模擬，樓板為彈性板。 -
Wall slab structure
墻板結構2 -
Light weighted reinforced concrete multi - rib sandwich slab structure system is a kind of new system, which can entirely replace the brick composite system to be adapted to the policy of wall materials reform of our country
輕質鋼筋混凝土夾芯板建築結構體系是適應我國墻改政策、可以完全取代磚混體系的一種新型結構體系。 -
Based on the experimental investigation and numerical analysis, the slab ' s shear and bending resistant expression is proposed and a representative wall ' s reliability index under small earthquake is figured out. sensitivity of every factors affecting shear strength is evaluated. the elastic stiffness and deformation of mrs and shear wall structure is compared
（ 4 ） .密肋復合墻體承載力實用設計表達式的提出根據試驗結果和數值分析，建立了的密肋復合墻體抗剪和抗彎承載力表達式，並對其在地震作用下的可靠性進行了分析，得出了墻體的承載力可靠指標。 -
The paper analyses the characteristic of the self - vibration, the influence on the whole structure stiffness and the vibration shapes from the variation of the floor - slab section, the variation of the primary structure section, the variation of the secondary structure section, the variation of the shear wall section, explaining the method of the sub - structure ( which is the super - element method ), which is effective
本文通過多種計算模式對雙塔結構的自振特性做了研究，分析了主、次框架截面、樓板截面和剪力墻截面變化后對結構整體剛度的影響，同時說明了子結構（即超單元）方法對求解此類結構的有效性。 -
On the basis of previous study, the load - bearing characteristics of the wall are analyzed ; heat transfer and thermal - insulating mechanism of the exterior slab are studied ; local thermal bridge disposal and integral thermal - insulating disposal of the exterior slab are put forward ; and finally, the horizontal and vertical links of the slabs in the structure are discussed
結合課題組的前期研究成果，闡述了節能復合墻體結構的受力特點；研究了復合外墻板傳熱、保溫機理，提出了外墻板的局部熱橋處理和結構整體外保溫處理相結合的工藝方法；最後就本結構體系中各受力構件之間的水平及豎向連接問題進行了探討。
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