concrete-filled 中文意思是什麼
concrete-filled
解釋
填混凝土的-
Dynamic behavior of joints between concrete - filled steel tubes and beams
鋼管混凝土樑柱節點動力性能試驗研究 -
With the application of concrete - filled steel tubular member to mega - frame structures, the connection forms of main beam - column can be classified as welded rigid connection, bolted gemel connection and semi - rigid connection
摘要隨著鋼管混凝土組合截面日愈增多地應用於巨型框架中，主框架樑柱的連接形式分為焊接剛性連接、螺栓鉸接與半剛性連接。 -
The system is composed with concrete filled cold - formed square steel tube column, the beam with two cold formed c type steel welded together back to back, the slab with profiled - steel and concrete, the beam and the slab joined into composite steel - concrete beam. they all together make up of the bearing members. and the house also includes the light economical - energy sources heatproof walls
該體系是以冷彎薄壁方鋼管混凝土為柱、冷彎薄壁c型鋼背靠背高頻焊接組成工字型梁、壓型鋼板上現澆築混凝土組成組合樓板並與梁一起構成組合梁作為承重構件，以輕質節能保溫型墻體作為圍護結構組成。 -
A study on the behavior of concrete - filled double skin steel tubular columns of octagon section under axial compression
八邊形中空夾層鋼管混凝土軸壓短柱力學性能的研究 -
This paper presents the structural design of the main bridge of lhasa river bridge, makes a deep - going study of the key techniques for design of the bridge, such as the reasonable span length ratio of each span of the 5 - span girder and arch hybrid structure, mechanical behaviour of the dual arch ribs, and section of the continuous girder tie beam, and also works out rigidity and stress conditions of the continuous girder tie beam and stress conditions of the concrete - filled steel tube arches of the main bridge
摘要介紹了拉薩河特大橋主橋結構設計情況，對於五跨梁拱組合橋梁各孔跨合理的跨度比、疊拱的受力行為及連續梁系桿截面形式等設計中的關鍵性問題進行了深入的研究，給出了主橋連續梁系桿的剛度和應力情況、鋼管混凝土拱的應力情況。 -
Finally, a correlative equation about bearing capacity of this structural member under bending and torsion is deduced, which may provide design of such structural members a valuable reference. to imitate centrifugal concrete - filled steel tubes used in real structures, three - dimension models are built up by using finite element method. the resistance performance of this structure under complex loads is studied
利用三維有限元模擬分析方法對離心鋼管混凝土在彎扭組合作用、彎壓組合作用、壓扭組合作用下的構件彈性應力分佈進行了研究，分析了離心鋼管混凝土構件在組合作用下的工作機理和承載力的相關關系。 -
Creep analysis of axially compressed concrete filled steel box members
方鋼管混凝土軸心受壓構件的徐變分析 -
Comparing with concrete box - girder structure, there are many advantages such as structural material, behavior, construction, economic benefit and so on. whereas as a new structure, spatial truss structure of concrete filled steel tube still has much questions which need be dealt with
這種結構與混凝土箱梁結構相比，在結構材料、受力性能、施工和經濟效益等方面具有顯著優勢，但作為一種新的橋型結構，還有許多問題有待解決。 -
This paper introduces the development and present situation of concrete - filled steel tube arch bridge in the world ; generally analysis the mechanism, construction technology, construction equipment of the job practice ; advance the entire scheme of the long - span concrete - filled steel tube arch rib construction ; at last give the analysis the concrete scheme of the concrete - filled arch rib construction. this paper declares the reference value of the study through the above
本文介紹了國內外大跨度鋼管混凝土拱橋主拱肋施工的發展和現狀；綜合分析了拱橋施工的機理、技術和設備情況；提出了大跨度拱橋主拱肋施工的完整解決方案，最後通過具體橋梁施工方案的設計分析，說明了本項研究成果的現實參考價值。 -
Based on the results of experimental research, we can find that the construction method of joints zone are feasible and safe, the joints between concrete - filled steel tubular core columns and prestressed concrete beams have good ductility and good energy dissipation, and the concrete - filled steel tubular core columns can raise the shear strength of core area of joints and the bending strength of the column ends
試驗研究發現，針對該節點所設計的構造處理方式是可行的、安全的，鋼管混凝土核心柱與預應力混凝土梁框架節點有著很好的延性和能量耗散能力，由於柱為鋼管混凝土核心柱，大大提高了節點核心區的抗剪承載力，同時也使柱端抗彎承載力得到加強。 -
Presented in this thesis is a model test of the arch ribs segment with concrete filled steel tube ( cfst ) of maocaojie bridge, which is located in the yiyang of the hunan province and provides the engineering base for the test
本文以湖南省益陽茅草街大橋為工程背景，進行了茅草街大橋主拱圈鋼管混凝土拱肋拱頂1 ： 5節段模型試驗。 -
Experimental study on mechanic behaviors of concrete - filled steel tubular rib arch under in - plane loads
鋼管混凝土肋拱面內受力全過程試驗研究 -
Parametric analysis of the ultimate load - carrying capacity of the concrete filled steel single tubular arch under in - plane loads
肋拱面內極限承載力的參數分析 -
The high strength concrete filled steel tubular member ( hcfst ) are increasingly applied to civil engineering construction in large quantity because of its super performance., however, the shortage of full knowledge of creep of this member prevents us from further using it correctly and extensively. therefore. it ' s necessary to explore the mechanisms of creep of cfst member and influence of creep on mechanical performance of hcfst member
鋼管高強混凝土組合構件因其優越的性能日益廣泛地為工程界所應用，然而對這種構件徐變性質的認識不足卻制約了它的正確使用和推廣應用，因此，深入探究鋼管高強混凝土構件徐變機理、準確計算其徐變值並充分認識徐變對構件力學性能的影響非常重要。 -
Finite element analysis of concrete - filled rectangular tubular frame
鋼管混凝土框架結構有限元分析 -
In the part of theory calculation, utilize general fem software ansys, calculate the tubular joints and concrete - filled steel tubular joints respectively, then summarize the hotspot location and the scf of joints
理論計算部分採用通用有限元軟體ansys ，分別對空心管節點及鋼管混凝土節點進行計算，推求熱點應力及應力集中系數。 -
The main research contents are as follows : 1. this thesis observes the shrink and creep curve of plain concrete and concrete filled steel tubes
主要研究內容如下: 1 、觀測得到素混凝土及鋼管混凝土的收縮（膨脹）徐變曲線。 -
2. this thesis analyses the curve, then obtains the principles of shrink and creep of concrete filled steel tubes, estimates the creep of concrete filled steel tubes by the test data of plain concrete creep
2 、對測試曲線進行分析，得出鋼管混凝土收縮、徐變規律及特點，用素混凝土徐變試驗資料估算鋼管混凝土徐變。 -
Centrifuge concrete - filled steel tube is a special kind of composite structure. it is made of a thin - wall steel tube and a centrifugal concrete tube inside
離心鋼管混凝土是一種將混凝土澆灌在鋼管內經離心成型的空心復合構件，它是介於純鋼管和離心混凝土管之間的一種特殊的鋼管混凝土形式。 -
Inelastic yield load of concrete filled steel tubular middle long columns under axial compression
鋼管混凝土軸壓中長柱的非彈性屈曲荷載
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