摘要
在结构位移计算中常遇到荷载作用下的位移计算.静定结构和超静定结构在荷载作用下的位移计算表明,图乘法可以计算简支梁、伸臂梁、悬臂梁、刚架以及组合结构在不同荷载作用下的位移.
Displacement caculation under load often occurs in the caculation of structure displacement.The caculating results of the displacement of static structure and hyperstatic structure under load indicate that graphic multiplication method can be used to caculate the displacement of simple supported beam,overhanging beam,cantileure beam,vigid frame and other combined constructure under various loads.
出处
《兰州工业高等专科学校学报》
2004年第4期50-54,共5页
Journal of Lanzhou Higher Polytechnical College