耦合剪力牆於彈性基礎上受側向載重之研究

Abstract

本研究主要分析在彈性基礎上的高樓結構中，加入耦合剪力牆後，當受側向外力時，求得剪力牆承受的軸力、側向變位、彎矩、剪力…等力學性質，並探討耦合剪力牆對側向變位之抑制效果，及當各項參數改變時其相對應之關係。 研究的方法是以繫樑的中心點為基準，建立變形的諧和條件式及力-位移的關係式，再求解聯立方程式，即可求得耦合剪力牆之解析解，再套入基本參數去做數值分析。

This study analyzed on the basis of high-rise in the elastic structure, coupled shear walls added later, when subject to lateral force, the obtained shear bear axial force, lateral deflection, bending moment, shear, etc. ... mechanical properties, and to explore the coupling of shear deformation on the lateral inhibition effect, and when the parameters change its corresponding relationship. The method is based on research with the center of the beam as a benchmark, the establishment of conditional harmonic distortion and force - displacement relationship, in the solution of simultaneous equations, you can find the wall of the analytical solution, and then do numerical analysis .