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- concrete filled caisson 混凝土充填沉箱
- RC, SRC, CFT and high strength concrete filled steel tube make the compositions of concrete and steel more perfeet. 从钢筋混凝土、钢骨混凝土、钢管混凝土到今天的钢管高强混凝土组合结构，混凝土和钢的组合更趋完美。
- These steel trusses act compositely with metal deck slabs and lightweight concrete fill. 这些钢架和金属楼板及轻型填充混凝土共同作用。
- AIJ, Recommendations for Design and Construction of Concrete Filled Steel Tubular Structures [S ]. 张素梅.;钢管混凝土构件在轴心拉力作用下的性能[J]
- Roeder CW, Brown CB. Composite action in concrete filled tubes. J Struct Eng, ASCE 1999;125 (5) :477_484. 钟善桐,高层钢管混凝土结构黑龙江：黑龙江科学技术出版社，1999（1）
- This paper presents a finite element method (FEM) model for the analysis of concrete filled steel tubes (CFT) based on ABAQUS. 本文以ABAQUS为平台，建立一套分析钢管混凝土的有限元模型。
- Architectural Institute of Japan (AIJ).Recommendations for design and construction of concrete filled steel tubular structures [S]. 福建省工程建设地方标准.;钢管混凝土结构技术规程[S]
- Mechanical property of axially compressed concrete filled circular CFRP-steel tube stub columns is analyzed based on experimental results. 以试验为基础,对CFRP-钢管混凝土轴压短柱的受力性能进行了分析。
- Eccentrically loaded concrete filled steel tubular(CFST) laced columns were tested with slenderness ratio as main experimental parameter. 进行了钢管混凝土格构柱偏心受压试验,试验参数为长细比。
- The concrete filled stell tubular (known as CFST) is a composite structural material formed by thin steel tubular filled with concrete. 钢管混凝土(CFST),是由混凝土填入薄壁圆形钢管内,形成的组合材料。
- Concrete filled steel tube structure is characteristic of good bearing capacity, ductility, anti-seismic capability and easy construction. 钢管混凝土结构具有承载力高，延性好，抗震性能优越，施工方便等特点。
- Static loading and repeated low cycle loading tests are carried on a new type of foot joint of concrete filled steel tubular. 对新型钢管混凝土柱脚节点进行了静力加载和低周反复加载试验研究。
- Nonlinear analysis concrete filled steel tubular arches' mechanical property was researched.The appropriate constitutive equation was selected. 摘要对一个模型拱进行了非线性分析，研究了钢管混凝土拱的力学性能。
- Experimental comparison on static behavior of a tubular N-joint (JD-A) and a concrete filled tubular N-joint (JD-B) under the axial compression of brace and chord is carried out. 摘要对承受支管轴力和主管轴力的N型圆钢管相贯节点(JD-A)、主管填充混凝土节点(JD-B)试件进行了极限承载力对比试验。
- The whole process analysis is carried on of the loading capacities of the axially compressed concrete filled CFRP-steel tube and the stress-strain relationships of CFRP. 目的用合成法得到CFRP(碳纤维增强塑料)钢管混凝土构件的荷载-应变关系全过程曲线并研究该新型构件的力学性能.
- The deflection and deformation of slender column and eccentrically loaded column of ultro-high strength concrete filled steel tubes under loading were studied. 对钢管超高强混凝土长柱、偏压柱在荷载作用下的挠度及变形特点进行了研究。
- Four concrete filled circular steel tubular specimens confined by CFRP circumferentially were experimentally investigated in this paper to study their torsion behavior. 摘要目的了解CFRP环向约束圆钢管混凝土的扭转性能，给出其抗扭极限承载力的表达式。
- This paper focused on the temperature distribution of concrete filled steel tubular arch section during its construction and its service phase under solar radiation. 本文着重探讨钢管混凝土拱肋在施工过程中和成桥后在日照作用下的截面温度场问题。
- The influence of transverse stability and seismic behavior of half-through arch bridge of concrete filled steel tube by transverse bracing is studied, using finite element method. 采用有限元方法,研究了拱肋横撑对中承式钢管混凝土拱桥横向稳定性及横向抗震性能的影响。
