Wang Xikang, Yang Yu, Wang Yuhong. DISSCUSSION ABOUT VIBRATION COMPUTATION OF SPACE FRAME FOUNDATION REGARDED AS PLANE FRAME FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 98-100,18. doi: 10.13204/j.gyjz201308021
Citation:
Wang Xikang, Yang Yu, Wang Yuhong. DISSCUSSION ABOUT VIBRATION COMPUTATION OF SPACE FRAME FOUNDATION REGARDED AS PLANE FRAME FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 98-100,18. doi: 10.13204/j.gyjz201308021
Wang Xikang, Yang Yu, Wang Yuhong. DISSCUSSION ABOUT VIBRATION COMPUTATION OF SPACE FRAME FOUNDATION REGARDED AS PLANE FRAME FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 98-100,18. doi: 10.13204/j.gyjz201308021
Citation:
Wang Xikang, Yang Yu, Wang Yuhong. DISSCUSSION ABOUT VIBRATION COMPUTATION OF SPACE FRAME FOUNDATION REGARDED AS PLANE FRAME FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 98-100,18. doi: 10.13204/j.gyjz201308021
It was shown by computing that the computation model of space frame foundation under a machine at a range of 1 000~3 000 r/min, which was a simplified plane frame foundation would result in a great error.Therefore, it was suggested that simplified plane frame model should not be adopted in designing.
Wang Xikang, Yang Yu, Wang Yuhong. DISSCUSSION ABOUT VIBRATION COMPUTATION OF SPACE FRAME FOUNDATION REGARDED AS PLANE FRAME FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 98-100,18. doi: 10.13204/j.gyjz201308021
Wang Xikang, Yang Yu, Wang Yuhong. DISSCUSSION ABOUT VIBRATION COMPUTATION OF SPACE FRAME FOUNDATION REGARDED AS PLANE FRAME FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 98-100,18. doi: 10.13204/j.gyjz201308021