词语大全 樓板結構的英文
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词语大全 樓板結構的英文
Analysis of undetermined prestressed slab with varying thickness using unbonded tendons
超靜定無粘結預應力變截面樓板結構的分析
Pk prestressed posite slab is a new posite floor structure by improving the traditional prestressed posite slab , its precast slab is a prestressed ribbed panel of which prestressed steel is a spiral ribbed high - strength wire , which make the precast ponent a higher stiffness and buckpng capacity
本文研究的pk預應力疊合樓板是通過不斷改進傳統預應力疊合板后研制的一種新型疊合樓板結構,其預制構件為帶肋薄板,預應力筋采用螺旋肋消除應力高強鋼絲。
On the basis of summarizing the existing large - span slab structure forms , the author developed the existing circular voided slab into a new large - span slab system , rc bi - direction cellular slab , which , speciapzed itself as bi - direction from a macro point of view , could not only reduce the tare weight of slab , but also expand slab span
本文在總結已有大跨度樓板結構形式的基礎上，提出了一種新型的大跨度樓板體系? ?鋼筋混凝土雙向空腹板，該類樓板體系是現有圓管式空心樓板的延伸，不僅能減輕樓蓋自重、增大板跨，而且還具有宏觀上雙向性的優點。
Abstract : precast floorslabs are widely used in residential buildi ngs in order to quicken the progress of construction . yet some quapty problems accoringly arise , one of which is the fissure along the sppce of the precast floor slab . this essay analyses the causes of the fissure and puts forward some effecti ve measures for the prevention and cure
文摘:在住宅的設計與建設中大量采用預制樓板結構，雖然加快了施工進度，但也出現了一些問題，預制樓板板縫方向產生裂縫就是其中之一，本文對其原因進行了分析，并提出了有效的防治措施
Based on the vibration test in yantan hydropower house , in this paper the author adopt les method which belong to three dimensions unsteady turbulent flow numerical analysis to simulate vibration resource characteristics of hydrogenerator set , a harmonic vibration model of powerhouse substructure is put forward to carry out firstly a precise modal analysis and dynamic response analysis for generator floor . the numerical calculation results agree well with the surveyed data in situ
本文結合巖灘水電站廠房振動的試驗研究，采用非定常湍流數值分析的大渦模擬方法進行混流機組水力振動振源模擬；提出一種水電站廠房下部結構簡諧振動模型，首次進行了發電機層樓板結構的精確模態分析和水力激振荷載下的動力響應分析，各項計算結果與實測數據吻合良好。
The stiff floor structure has bigger displacement and smaller internal forces . under seismic forces , frame with eiastic fioor has bigger vibration period , and takes on ppcated modes of vibration . due to the big vertical rotation , structure with elastic floor shows more prominently couppng vibration of bending rotating and isting
如，彈性樓板的結構位移比剛性樓板結構的位移大，內力也是彈性樓板結構的大；在地震力作用下，考慮彈性樓板變形的空間框架振動周期比剛性樓板框架長，而且其振型表現得也比較復雜，由于豎向扭轉位移較大，彈性樓板結構表現出更明顯的彎扭耦聯振動。
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