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| DYNAMIC ANALYSIS OF ASYMMETRIC FRAME-SHEAR WALL SYSTEM BY STAGE CONTINUITY METHOD | |
| 引用本文： | Huang Dongjie. DYNAMIC ANALYSIS OF ASYMMETRIC FRAME-SHEAR WALL SYSTEM BY STAGE CONTINUITY METHOD[J]. 保鲜与加工, 1990, 0(3) |
| 作者姓名： | Huang Dongjie |
| 作者单位： | Department of Civil Engineering |
| 摘 要： | The lateral structures of frame-shear wall system are simplified into bending beams and shear beams which stiffness can vary in different stages along the building height. The three-dimension stiffness matrix and mass matrix are deduced, and the characteristic equation is established to calculate the tortuous free vibration of the asymmetric system. The method is simple and has satisfactory precision, and it is easily fulfilled in micro-computers. |
| 关 键 词： | stage continuity stiffness matrix dynamic characteritics lateral structure mass |
DYNAMIC ANALYSIS OF ASYMMETRIC FRAME-SHEAR WALL SYSTEM BY STAGE CONTINUITY METHOD |
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| Huang Dongjie. DYNAMIC ANALYSIS OF ASYMMETRIC FRAME-SHEAR WALL SYSTEM BY STAGE CONTINUITY METHOD[J]. Storage & Process, 1990, 0(3) | |
| Authors: | Huang Dongjie |
| Affiliation: | Department of Civil Engineering |
| Abstract: | The lateral structures of frame-shear wall system are simplified into bending beams and shear beams which stiffness can vary in different stages along the building height. The three-dimension stiffness matrix and mass matrix are deduced, and the characteristic equation is established to calculate the tortuous free vibration of the asymmetric system. The method is simple and has satisfactory precision, and it is easily fulfilled in micro-computers. |
| Keywords: | stage continuity stiffness matrix dynamic characteritics lateral structure mass |
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