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- And the reason, why the ductility of reinforced concrete columns using CFS is improved, is also analyzed. 最后，还对碳纤维布加固钢筋混凝土柱使其延性提高的机理进行了分析。
- Finite Element Analytical Models for Reinforced Concrete Columns Reinforced with CFRP Sheets[J].Acta Materiae Compositae Sinica,2005,22(4):156-164. CFRP纤维布加固RC柱的有限元分析模型[J].;复合材料学报;2005;22(4):156-164
- Watson, S. and Prak, R., ”Simulated Seismic Load Tests on Reinforced Concrete Columns,” Journal of Structural Engineering ASCE, V.120, No.6 , June 1982, pp.1825-1849. 蔡秋雄，“钢筋混凝土柱火害后之行为”，国立台湾工业技术学院工程技术研究所营建工程组，硕士论文，1989年6月。
- An experimental research for bearing capacity of six reinforced concrete columns strengthened by circular steel jacketing subjected to axial loading is carried out. 介绍了6根圆形钢套管加固混凝土柱轴心受压承载力的试验概况,研究在工程中常见长细比范围的该构件的力学性能。
- M.J.N. Priestley, F. Seible, R. Verma, and Yao Xiao (1994), “Seismic Shear Strength of Reinforced Concrete Columns,” ASCE Journal of Structural Engineering, Vol. 120, No. 8, August 1994, pp.2310-2329. 黄世建、方文宏、李宏仁，“钢筋混凝土低型剪力墙之之抗剪强度评估”，民国87年7月。
- According to the analysis of experimental result, a practicable evaluation formula was presented for the GFRP-bound reinforced concrete columns sujected to large eccentric compression. 根据试验结果的分析，提出GFRP约束钢筋混凝土大偏压柱的实用计算公式，计算结果与试验结果吻合较好。
- Priestley, M.J.N., Verma, R., and Xiao, Y.（1994）, "Seismic Shear Strength of Reinforced Concrete Columns," ASCE Journal of Structural Engineering, vol. 120, no. 8, pp. 2310-2329. 林正穆（2003），既有钢筋混凝土结构功能设计法耐震能力评估之探讨，硕士论文，私立中原大学土木工程学研究所，桃园。
- An framework structure concrete column is frozen and its strength is descent, adopting angle steel, emulsion cement paste and batten plate reinforces concrete column on the basis of analysis and calculation. 某框架结构砼柱受冻、强度降低,在分析、计算的基础上对砼柱采用角钢、乳胶水泥浆、缀板进行加固。
- To overcome the shortcoming of common composite frame structure, the authors put forward a new type of frame structure system, steel-encased composite beam-steel reinforced concrete column. 摘要为克服型钢混凝土柱一钢梁组合框架结构体系存在的缺点，提出了一种新型外包钢混凝土组合梁-型钢混凝土柱组合框架结构体系。
- To overcome the shortcomings of common composite frame structure, a new type of frame structure system, steel-encased composite beam-steel reinforced concrete column, is presented. 摘要为克服普通组合框架结构体系存在的缺点，首次提出新型外包钢混凝土组合梁-型钢混凝土柱组合框架结构体系。
- On the hypothesis of plane cross section, L-shaped reinforced concrete column was divided into three fragment line element of elasto-plastic zone at both ends and elastic zone in the middle. 摘要在平截面假定的前提下，将钢筋混凝土L形柱划分为两端弹塑性区、中间为弹性区的三分段杆单元模型。
- Unsymmetrical T-cross section trussed special-shaped steel reinforced concrete column was analyzed by ANSYS, in order to investigate the synergistic effect of shape steel and concrete. 摘要利用ANSYS有限元程序，对非对称T形截面桁架式型钢混凝土异形柱进行分析，研究桁架式型钢混凝土异形柱中型钢与混凝土的协同工作能力；
- A new type of bolted end-plate joint with steel beam and reinforced concrete column was developed,and two full-scale subassemblies were tested to evaluate the seismic performance of the joint details. 提出了一种新型端板高强螺栓连接的狗骨式削弱钢梁-钢筋混凝土柱节点,通过2个足尺试件的低周反复荷载试验研究了其抗震性能和破坏形态。
- For the characteristic of eccentrically loaded reinforced concrete column of ring section with bars in circular array,there is no accurate formula to calculate the ductility coefficient. 由于沿周边均匀配筋环形截面偏心受压构件受力计算的特殊性，至今没有一个较精确的计算公式。
- On the hypothesis of plane cross section,L-shaped reinforced concrete column was divided into three fragment line element of elasto-plastic zone at both ends and elastic zone in the middle. 在平截面假定的前提下,将钢筋混凝土L形柱划分为两端弹塑性区、中间为弹性区的三分段杆单元模型。
- core steel reinforced concrete columns 核心型钢混凝土柱
- high - strength reinforced concrete columns 高强混凝土柱
- L-shape steel reinforced concrete columns L型钢骨混凝土异型柱
- reinforced concrete columns strengthened 增大截面法
- steel reinforced concrete columns 型钢混凝土柱
