ribbed slab 中文意思是什麼
ribbed slab
解釋
肋板-
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。 -
The early - crack analysis and pre - control of ribbed floor slab placed by pre - mixing concrete
用預拌混凝土澆制肋形樓板的早期裂縫分析和防治 -
Is the dog slab sided ( lack of rib spring ) or barrel ribbed ( too wide )
狗肋部是平板的（肋骨彎曲不足）還是桶狀肋（太寬） ？ -
The originality of the thesis lies in : ( 1 ) establishment of analysis model for different design phases of multi - ribbed slab in accordance with the slab ' s grading and multimode failure mode, by felicitously assumption and affecting factor ' s evaluation, the computational model corresponding to codes " requirement is proposed
（ 6 ） .實用設計方法的建立和完善通過中高層密肋壁板結構房屋的工程設計，結合其他結構體系的相關研究成果，初次建立了中高層密肋壁板結構房屋的概念設計原則和抗震計算方法。 -
Though much progress has been achieved in previous study, there still remains a lot to be studied and perfected. the thesis is devoted to study on the multi - ribbed slab wall, the main bearing member in mrss, including its mechanism, failure mode, aseismic capability, mechanical models, ultimate bearing capacity and aseismic design based on control. the paper mainly accomplished such work as follows : 1 ) based on test research on multi - ribbed slab wall, the paper proposed the member ' s failure modes under horizontal loads, analyzed the co - performance between the inner frame and the infilled silica bricks and that between the slab and the outer frame, discussed the wall ' s bearing capacity, rigidity, deformation, ductility and energy dissipation ability in different modes, and put forward a simplified mechanical model of the slab wall under vertical loads
本文針對密肋壁板結構的主要受力構件? ?密肋復合墻體為研究對象，就其受力機理、破壞模式、抗震性能、三階段力學模型、極限承載能力以及基於控制的抗震設計方法等進行了較為詳細的研究，完成的主要工作有： 1 ）通過對密肋復合墻體在水平低周反復荷載和單調荷載作用下的試驗研究，提出了墻體的主要破壞模式；分析了框格與內部填充砌塊、墻板與外框的共同工作的受力特點；探討了不同破壞模式情況下墻體的承載能力、剛度、變形、延性、耗能等抗震性能，並給出了豎向荷載作用下密肋復合墻體的簡化力學模型。 -
Dtu 22 - 1. building works. exterior cladding using large prefabricated panels of the solid or ribbed slab type or ordinary concrete. part 1 : technical specifications
Dtu 22 - 1 .建築工程.專門合同.外部覆蓋層為大型預制板或肋板或普通水泥預制板.第1部分:技術規范 -
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。 -
Grillage girder is always used for analysis the structures, such as dense ribbed slab, superstructure of bridge and grid - mat foundation. in this paper, a mechanical model for grillage girder by elastic supporting is proposed, and used for analysis the track structure for the first
交叉梁系一般用於求解密肋式屋面板、橋樑上部結構和格式基礎等結構，本文提出一種彈性支承交叉梁系模型，並首次用其求解軌道結構。 -
Pk prestressed composite slab is a new composite floor structure by improving the traditional prestressed composite slab, its precast slab is a prestressed ribbed panel of which prestressed steel is a spiral ribbed high - strength wire, which make the precast component a higher stiffness and buckling 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製的一種新型疊合樓板結構，其預制構件為帶肋薄板，預應力筋採用螺旋肋消除應力高強鋼絲。 -
Multi - ribbed composite slab structure, as a new structural system, is very potential
密肋壁板結構作為一種新型節能住宅結構體系，有著很好的發展前景。 -
Dtu 22 - 1. building works. exterior cladding using large prefabricated panels of the solid or ribbed slab type or ordinary concrete. part 1 : technical specifications - part 2 : special clauses
Dtu 22 - 1 .建築工程.用大型實心或密肋板或普通水泥的預制板做成的外部覆面板.第1部分:技術規范.第2部分:特殊規定 -
Multi - ribbed slab structure ( mrss ) is a new structural system, characterized by low weight, high strength, saving energy and good aseismic performance
密肋壁板結構是一種輕質、高強、節能、抗震的建築結構新體系，在前期的研究中，已取得了不少的科研成果。 -
As a new structural system, mrs ( multi - ribbed slab structure ) has achieved staggered fruit in multi - story buildings study and application. but the system ' s theoretical investigation and application study for moderate high - rise building is being nothingness yet
作為一種新型結構體系，密肋壁板結構在多層房屋建築中的研究應用已取得較好的階段性成果，但對結構體系在中高層建築中的理論與應用研究尚處于空白。 -
Multi - ribbed slab structure, as a new structural system, is very potential. previous study is much fruitful
然而，在新結構體系的不斷發展過程中，許多內容亟待完善。 -
According to the bearing capacity, rigidity, failure mode and deformation capcacity, the paper put forward four - line restoring force style of multi - ribbed slab. through multiple experment date compare, the paper concluded the reduction factor of rigidity of other stage to elastic stage
根據密肋復合墻板的承載力、剛度以及破壞模式與變形性能，提出了密肋復合墻板的四線型恢復力模型，在此基礎上根據多次試驗數據擬和進而得出其它各階段的剛度相對于彈性剛度折減系數。 -
Dtu 22 - 1. building works. private contracts. exterior cladding using large prefabricated panels of the solid or ribbed slab type or ordinary concrete. part 2 : special clauses
Dtu 22 - 1 .建築工程.專門合同.外部覆蓋層為大型預制板或肋板或普通水泥預制板.第2部分:特別條款 -
3. through test of 1 / 4 - scaled two - storeyed model, the failure mode of multi - ribbed slab in high - rising building was simulated. the paper analyzed the slab ' s mechanical performance and normal section bearing capacity
通過對1 4比例兩層聯肢墻片模型受力性能試驗研究，模擬了密肋復合墻板在小高層結構中的破壞形態，分析了其受力機理及正截面承載力。 -
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。
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