Utilization of Reinforced Concrete Flexural (Shear) Walls in Multistorey Buildings with Effect of Lateral Loads under Flat Terrain
Utilization of Reinforced Concrete Flexural (Shear) Walls in Multistorey Buildings with Effect of Lateral Loads under Flat Terrain
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平坦地形下横向荷载作用下多层建筑钢筋混凝土抗弯（剪力）墙的应用
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发表时间：
2013
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通讯作者：
P. Krishna
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作者：
V. Kumar;P. Krishna
国际工程科学与研究技术杂志 平坦地形下水平荷载作用下多层建筑中钢筋混凝土弯曲（剪力）墙的利用 Venkata Sairam Kumar.N, P.V.S.Maruthi Krishna *1,2 印度贡土尔 R.V.R & J.C 工程学院土木工程系sairam852@gmail.com 摘要 本研究论文介绍了基础剪力和基础弯矩之间的关系，以及避免剪力墙屈曲的剪力墙最小厚度，并考虑了按照 IS : 875 : 1987（第 3 部分）分类为 A 级、B 级、C 级的尺寸。计算剪力墙最小厚度、基础剪力和基础弯矩时，考虑了侧向荷载、地震荷载和风荷载。根据 IS : 189 3 : 2002 考虑地震带 II、III、IV、V，根据 IS : 875 : 1987（第 3 部分）考虑 33m/s、39m/s、44m/s、47m/s、50m/s、55 m/s 的风荷载。结果表明，钢筋混凝土剪力墙的最小厚度与风荷载和地震荷载有关。还显示了基础剪力和基础弯矩的回归图方程。
INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY Utilization of Reinforced Concrete Flexural (Shear) Walls in Multistorey Buildings with Effect of Lateral Loads under Flat Terrain Venkata Sairam Kumar.N, P.V.S.Maruthi Krishna *1,2 Department of Civil Engineering, R.V.R & J.C Colle ge of Engineering, Guntur, India sairam852@gmail.com Abstract This research paper presents the relation between base shear and base moment, minimum thickness of sh ear wall to avoid buckling of shear walls, considered w ith dimensions classified as class A, class B, clas s C as per IS : 875 : 1987 (Part 3). Both lateral loads, seismic an d wind loads are considered for calculation of mini um thickness of shear wall, base shear and base moment. Seismic zones II, III, IV, V are considered as per IS : 189 3 : 2002 and wind loads of 33m/s, 39m/s, 44m/s, 47m/s, 50m/s, 55 m/s are considered as per IS : 875 : 1987 (Part 3). The results showed that the minimum thickness of reinforced con crete shear wall as with wind loads and seismic loa ds. Regression chart equations are also shown for base shear and base moment.