slabs structure 中文意思是什麼
slabs structure
解釋
平板結構-
Crack - control of aeolotropic hollow slabs in orthogonal in - site concreting deck floors in the construction of large - pillar - net structure of reinforced concrete
大柱網現澆混凝土框架正交異性空心大板樓蓋的裂縫控制 -
From above analysis, it is proved that, because the internal force distribution of cast - in - situ concrete hollow floor is notably different to that of waffle slabs, designed as grillage beams and reinforced by these results, the technical advantage of this structure may not be exerted sufficiently so that leading to the increase of reinforcement
通過以上分析證實，由於現澆空心樓蓋的與肋梁樓蓋具有顯著不同的內力分佈規律，現澆空心板按梁格進行計算並配筋，將不能充分發揮該結構的技術優勢，導致配筋量的增加。 -
It ' s an ideal structural system and has multi - earthquake resistance ability because of a great deal of slabs removed in floors above the transfer - story amended the lateral stiffness of the stories near the transfer - story. based on the available references, the five - spring line element, the three - spring line element and the multiple vertical - line - element model are introduced to model special column, beam and shear - wall, the relevant stiffness matrixes are deduced and the restoring - force models are gaven to deep into the elasto - plastic seismic characteristics of the structure. acording to the results of shaking table test and elastic finite element analysis, a new making model melhod is presented in which uses the linear and the nonlinear element and the assumption that the floor is infinitely rigid in different areas
為進一步研究這種復雜高層建築結構的彈塑性性能，本文在國內外現有研究的基礎上，提出利用五彈簧桿元、三彈簧桿元及多豎線單元模型分別模擬空間柱、梁和剪力墻，推導了相應的剛度矩陣並給出了恢復力模型；結合試驗研究和精細有限元分析的結論，提出線性和非線性單元相結合，剛性樓板假定和彈性樓板相結合的建模方法，較好地解決了空間結構彈塑性分析中佔用計算機資源較多的問題；接力大型有限元分析程序? ? ansys ，在上述建模思路的指導下建立了結構的空間非線性分析模型，進行了空間三維彈塑性時程分析。 -
By extending the pyroelectric theory of a ferroelectric bilayer, we have presented the effective pyroelectric coefficient of a ferroelectric sandwich structure by use of the electrostatic theory. when the pyroelectric coefficient of the interface has a large deviation from that of the two - sided slabs and the dielectric constant of the interface is low, the effective pyroelectric coefficient of the sandwich structure may be one or two order higher than the largest pyroelectric coefficient of the components
我們應用靜多層結構鐵電系統的物理性質研究摘要電場理論，推廣了鐵電雙層膜的熱電理論，給出了鐵電三明治結構的有效熱電系數，發現在界面層的熱電系數與上下兩層的熱電系數差異較大，且界面層的介電常數較小的情況下，三明治這種復合結構材料的有效熱電系數比單一組份材料的熱電系數可以提高一到兩個數量級。 -
For example, frp reinforced concrete is used to support or surround magnetic resonance imaging ( mri ) medical equipment, and frp is also used for the constructions of some seawalls, industrial roof decks, base pads for electrical and reactor equipment, anchor in rock and ground engineering and concrete floor slabs in aggressive chemical environments in order to promote the wide usage of frp and frp reinforced concrete structures, financed cooperatively by nationa l natural science foundation ( item : the research on mechanical performance of frp reinforced concrete beam reinforced ; number : 59978046 ) and henan illustrious youth science foundation, connected with the analysis methods of modern steel reinforced concrete structure, the thesis further studies the flexural performance of frp reinforced concrete beam through the systematic study on experimental data got from this kind of beams, systematically establishes the theoretical calculating system of the flexural performance of frp reinforced concrete beam in cooperation with the up - to - date analytical methods for reinforced concrete, which suits the properties of frp
例如，纖維增強塑料筋應用於支撐和圍繞磁共振成像醫療設備的混凝土中及海堤、工業頂棚、電設備、反應設備的基座、巖土工程中的錨桿、侵蝕性環境的混凝土結構等海洋工程、橋梁工程、路面工程、巖土工程、醫療及化工工程的建設。為了推動纖維增強塑料筋及其混凝土結構在工程中的廣泛應用，本文在國家自然科學基金（項目名稱：纖維增強塑料筋混凝土梁力學性能的研究；編號： 59978046 ）和河南省傑出青年基金的資助下，通過對纖維增強塑料筋混凝土梁正截面受彎性能試驗數據的系統分析，結合現代鋼筋混凝土結構學的分析方法，對纖維增強塑料筋混凝土梁正截面受彎性能進行了深入的研究，較系統的建立了適合於纖維增強塑料筋特點的纖維增強塑料筋混凝土梁正截面受彎性能的理論計算體系。 -
Also the modeling of the super - length tall buildings is provided. the whole structure of super - length tall buildings is chosen as an object of study, and a worldwide used large - scale structural analyzing program named super sap93 is also chosen to decentralize the structure into elements. the beams and columns of the structure are modeled as dimensional beam components, and the floor slabs and sheer walls are modeled as dimensional slab components
本文以超長高層建築整體結構為研究對象，採用國際通用的大型結構分析程序supersap93對超長高層建築結構進行有限元離散，結構的梁和柱採用空間梁單元模型，樓板和剪力墻以及筒體結構採用空間板單元模型，建立實用的超長高層建築結構整體結構分析模型。 -
The laws of internal force distributing of this floor is summarized, such are : ( 1 ) structure as “ orthotropic slabs ” ; ( 2 ) abnormity of internal force distribution ; ( 3 ) greatly changing grads of negative bending values
總結了該樓蓋結構的內力分佈規律，即: （ 1 ）構造上為「正交異性板」 ; （ 2 ）板的內力分佈不均勻; （ 3 ）板的負彎矩值變化梯度大。 -
Supervision and consultation projects completed : ( 1 ) jiangsu xindadou square ( 50, 000m2, two 30 - story buildings ), worked as chief supervision engineer ( consultation ) ; ( 2 ) " yanqiao overpass service center of xicheng highway ( the first overpass type service center on highway in china ), worked as chief supervision engineer ( consultation ) ; ( 3 ) the ninth 5 - year - plan updating technology project of huaiyin tobacco plant, 50, 000m2, worked as chief ( supervision and consultation ) ; ( 4 ) the softy testing, analysis and consultations of nanjing international conference and exhibition center, site - erected structure, 75m span steel roof truss ( the largest one in china ), worked as chief of test and consultation ; ( 5 ) " the consultation service of the testing, analysis and update technology of the reliability of the joints of intermediate floor slabs, beams and columns of base beam of sanshanjie station of nanjing metro " etc
完成"江蘇新大都廣場（ 5萬多平方米，二幢30層） "建設監理咨詢（總監） ； "錫澄高速堰橋跨線服務區（國內首座） "建設監理咨詢（總負責） ； "淮陰卷煙廠9 . 5技改項目（ 5萬多平方米） "建築監理咨詢（總負責） ；主持了"南京國際會展中心75m跨鋼屋架（國內最大距）現場施工安裝結構安全性測試分析咨詢" ； "南京地鐵三山街站中樓板及底板樑柱節點構造技術安全可靠性的測試分析與技術改進咨詢服務"等項目。 -
The author respectively gives the calculating model including the end of the bridge and the approach embankment with and without approach slabs according to the real differential settlement that occurred, and, according to the effect to the comfort and safety of the vehicle passing bridge approach, takes the tolerable differential movement of the embankment / structure interface and the tolerable differential slope of the approach slab as the tolerable differential settlement when with and without the approach slab respectively
論文根據路橋過渡段的實際差異沉降圖式分別確定了不設和設搭板的路橋過渡段計算模型，根據對行車舒適性和安全性的影響，把容許臺階高度和搭板容許縱坡變化值分別作為不設和設搭板路橋過渡段的容許差異沉降控制指標。 -
In civil engineering, composite slabs with shaped steel, steel sheet and concrete are usually recognized as thin plates. based on classic thin plate theory, the author studied the load - carrying capacity and design methods of this structure
土木工程中的型鋼和壓型鋼板與混凝土組合板一般都屬于薄板，本文以薄板理論為基礎，來研究型鋼和壓型鋼板與混凝土組合板的受力性能和設計方法。 -
3. through experimental and theoretic analysis it proved that it has more prominent effects in improving bearing capacity, the structure integer deformation and energy dissipating with concealed bracings in the two wall slabs than only with across inclined reinforcements in the lintel beams. and the key point of the rc coupled shear wall with concealed bracings is that concealed bracings can control the failure mechanism of the shear wall rationally
通過試驗和理論分析證明了在連梁中加配交叉斜筋對提高承載力和延性效果顯著，兩墻肢加設暗支撐后，兩墻肢抗震能力明顯加強，同時結構整體變形和耗能能力顯著增強，帶暗支撐雙肢剪力墻的關鍵在於合理地控制了剪力墻的破壞機制。 -
With the appearance of intelligentized architecture, concrete slabs with openings are used in architectural structure, through which all kinds of accessory facilities are installed such as ventilation ducts, pipeline of heat, water and electric supply, automatic producing line system and intelligent pipeline system etc. they make it possible to lower the height of architectural structure and to lighten weight of it, so as to achieve good economic and social benefits
智能建築的大量出現使結構功能發生突破性的變化，與之相應的各種輔助建築設施（如供水（氣，電）系統，空調系統，消防，識別，預警系統，辦公自動化系統，工業自動化生產線系統等）將會變得越來越龐大而復雜，各種管線四通八達，目前它們都是從建築結構的梁下、板中穿過，被它們擠占的空間越來越可觀。 -
The one - way slab, two - way slabs, principal and subordinate - beam structure, non - beam structure and the grid - beam structure are putting into use in the reinforced concrete slab
鋼筋混凝土樓（屋）蓋結構大都採用單向板、雙向板、主次梁結構、無梁樓板以及井字梁結構等。 -
It is demonstrated that the transmission becomes tunable, depending on the thickness and the refraction index of the slabs deeply : as the thickness of lhm slab in the structure becomes wider, the bragg gap shifts toward higher frequency, in sharp contrast to its shift toward lower frequency as a result of widening the thickness of positive - index - material slab
然後利用傳輸矩陣法理論分析了這種結構的傳輸特性，證實了新帶隙的存在，同時發現結構的傳輸特性與結構組成介質的厚度以及折射率密切相關，當正折射物質的厚度增加時，傳統bragg帶隙會沿頻率軸向低頻方向移動，若為左手物質則向高頻方向移動。 -
Through analyzing bending stiffness of composite slabs in the paralled and cross wise wave direction of steel sheet, the author got load - bending stiffness in these two directions. with the finite elements method, the author studied the mechanism and load - carrying characters under uniform loading of composite slabs and put forward a theorem calculating distortion and analyzed crash mode of this structure
通過分別對組合板沿壓型鋼板波紋方向和垂直於壓型鋼板波紋方向彎曲剛度的分析，得出型鋼和壓型鋼板與混凝土組合板兩個方向的抗彎剛度，採用有限元分析方法，研究組合板在均布荷載作用下的工作機理和受力性能，提出撓度計算公式。 -
Abstract : the shaft well of the xiezhuang coal mine has been designed of a poured - in - place reinfcrced concret box structure. sliding and pouring method, an alternate procedure for the construction of a coal mine shaft well project, the procedures are as following : 1, the progress of each storey " s construction has been carried out step by step duly 2, the construction of slabs and 3, during construction, the light - type network structure has been used as a complementary operating platform for the sliding formwork construction. these synchronization procedures have achieved comprehensive economic benefit and social efficiency
文摘:協莊礦副立井井塔為現澆鋼筋混凝土箱形結構，採用滑一澆一工藝進行煤礦井塔施工，施工順序為塔壁逐層滑升，梁板逐層跟進，施工中利用井塔屋面輕型網架結構作為滑模輔助操作平臺，同步滑升，取得了較好的綜合經濟效益和社會效益。 -
The shaft well of the xiezhuang coal mine has been designed of a poured - in - place reinfcrced concret box structure. sliding and pouring method, an alternate procedure for the construction of a coal mine shaft well project, the procedures are as following : 1, the progress of each storeys construction has been carried out step by step duly 2, the construction of slabs and 3, during construction, the light - type network structure has been used as a complementary operating platform for the sliding formwork construction. these synchronization procedures have achieved comprehensive economic benefit and social efficiency
協莊礦副立井井塔為現澆鋼筋混凝土箱形結構，採用滑一澆一工藝進行煤礦井塔施工，施工順序為塔壁逐層滑升，梁板逐層跟進，施工中利用井塔屋面輕型網架結構作為滑模輔助操作平臺，同步滑升，取得了較好的綜合經濟效益和社會效益。 -
This paper analyzes and designs the big - space rc thin shear wall residential structure, ! ! includes designs and analysis for shear walls by method of material mechanics and related software, columns, it is designed and analyzed for beams and slabs by theory of elastic and method of moment index, but it is principal for beams and slabs to compute deformation and crack. at last it is compared with three structrual types, although the cast of new structrual types is higher than marnoey structre. it has some merits. lt gives the theory base for design of resident
本文對大開間鋼筋砼薄壁剪力墻節能住宅結構進行了相應的結構分析設計；對豎向承重結構構件剪力墻、柱採用了材料力學分析方法及相應的軟體進行了內力分析及設計；對水平承重結構構件梁、板進行了內力分析及設計，主要進行了變形、裂縫的計算；對節能墻體進行設計；最後對三種住宅結構形式進行了建築經濟比較分析，雖然新型住宅結構高於磚混結構住宅，但新型住宅結構具有一些優點。 -
The " kun ", or the immobile bottom of the structure, has on its outside sixteen circular tiers of steps paved with light - tan granite slabs, and in its interior e - metre - wide circular galleries totaling 140 metres in length and housing bronze statues of forty most outstanding figures in chinese history
其外側共17層臺階，由淡黃色花崗巖石塊砌成。 「坤」的內部是兩條寬6米高4米長140米的環型迴廊，設有中國歷史上最具代表性的40位中華文化名人的青銅塑像。 -
By changing some parameters of the original model, such as the location and stiffness of the link members, the location of the transfer - story, the stiffness of the girders on transfer - story, the stiffness of core - tube, the area of the removed slabs and so on, this paper studies the influence of these parameters on seismic behaviour and dynamic characteristics and the seismic behaviours of this building and gives the reasonable proposals on the design of the structure
在上述研究的基礎上，改變原型結構的有關參數，如連接構件的位置及剛度、轉換層的西安建築科技大學博士學位論文位置、轉換大樑的剛度、核芯筒的剛度、樓板開洞的大小等，分析了上述參數變化對結構的動力特性和抗震性能的影響，並對此類結構的設計提出了合理化建議。
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