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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。
- 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
- Cap of reinforced concrete column 钢筋混凝土柱帽
