Evaluation of Effect of Lateral Forces on Multi-Storeyed Rcc Frame by Considering Eccentricities of column loads

Dr. S. S. Patil; Yash S Sale

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Evaluation of Effect of Lateral Forces on Multi-Storeyed Rcc Frame by Considering Eccentricities of column loads

机译：考虑柱荷载的偏心度评估横向力对多层碾压混凝土框架的影响

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Reinforced concrete column with varying cross-sectional dimensions are commonly used in many engineering structures since use of such elements in a structural system may reduce the weight of the system, since neither axial load nor stiffness is constant along the column height the stability analysis of a stepped column is usually more complicated than that of a uniform column. The lateral forces can produce critical stresses in the structure, induce undesirable vibrations or cause excessive lateral sway of the structure. The present study deals with the comparison of Concentric Non-Prismatic columns and Stepped columns under the effect of static, wind and dynamic loads with the help of ETABS Software.

机译：横截面尺寸变化的钢筋混凝土柱通常用于许多工程结构中，因为在结构系统中使用此类元件可以减轻系统的重量，因为沿柱高方向的轴向载荷和刚度均不恒定，因此对结构的稳定性进行了分析。阶梯式色谱柱通常比均匀色谱柱复杂。横向力会在结构中产生临界应力，引起不希望的振动或引起结构的过度侧向摇摆。本研究借助ETABS软件处理在静，风和动态载荷作用下的同心非棱柱和阶梯柱的比较。

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《International Journal of Engineering Research and Applications》 |2016年第1期|共5页
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Dr. S. S. Patil; Yash S Sale;
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1. Eccentricity-based design-oriented model of fiber-reinforced polymer-confined concrete for evaluation of load-carrying capacity of reinforced concrete rectangular columns [J] . Fahmy Mohamed F. M., Farghal Omar A. Journal of Reinforced Plastics and Composites . 2016,第23期

机译：基于偏心度的纤维增强聚合物约束混凝土设计模型用于评估钢筋混凝土矩形柱的承载能力
2. Reliability evaluation of reinforced concrete columns designed by Eurocode for wind-dominated combination considering random loads eccentricity [J] . Jiang Youbao, Peng Suixiang, Beer Michael, Advances in Structural Engineering . 2020,第1期

机译：Eurocode设计的考虑随机载荷偏心的风支组合钢筋混凝土柱的可靠性评估
3. Accidental eccentricities, frame shear forces and ductility demands of buildings with uncertainties of stiffness and live load [J] . De-la-Colina Jaime, Gonzalez-Perez Carlos A., Valdes-Gonzalez Jesus Engineering Structures . 2016,第octa1期

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4. Calculation of Reinforced-Concrete Frame Strength under a Simultaneous Static Cross Section Load and a Column Lateral Impact [C] . Nikolay Belov, Nikolay Yugov, Dmitry Kopanitsa, All-Russian Scientific Conference of Young Scientists "Advanced Materials in Technology and Construction" . 2016

机译：同时静态横截面负荷下加强混凝土框架强度的计算及柱横向冲击
5. Non-destructive evaluation of gravity load carrying capacity and lateral load damage of reinforced concrete slab-column connections. [D] . Argudo, Jaime Fernando. 2006

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6. Evaluation of FRP Confinement Models for Substandard Rectangular RC Columns Based on Full-Scale Reversed Cyclic Lateral Loading Tests in Strong and Weak Directions [O] . Hamid Farrokh Ghatte, Mustafa Comert, Cem Demir, 2016

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7. “ANALYSIS AND DESIGN OF MULTI-STOREYED LOAD BEARING REINFORCED MASONRY STRUCTURE AND FRAMED RC STRUCTURE” [O] . Shashank B. S 2015

机译：“多层承载钢筋混凝土结构和框架钢筋混凝土结构的分析与设计”
8. Summary of Cyclic Lateral Load Tests on Rectangular Reinforced Concrete Columns [R] . Taylor, A. W., Kuo, C., Wellenius, K., 1997

机译：矩形钢筋混凝土柱循环水平荷载试验总结

Evaluation of Effect of Lateral Forces on Multi-Storeyed Rcc Frame by Considering Eccentricities of column loads

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