摘要
本文利用结构在载荷作用下,载荷与剪力、剪力与弯矩之间的微分关系反推出当结构一定、弯矩图一定则作用在该结构上的载荷也是唯一的原理,并利用该原理很简单地求出超静定结构的极限荷载。
From the differential relations between load and shear, between shearing and bending moment,the principle is derived reversely that given a fixed structure and a fixed bending moment curve the load acted on the structure is also the unique one. On the principle the limit load on the indeterminate structure can be calculated simply.
出处
《黄石高等专科学校学报》
1998年第1期31-35,共5页
Journal of Huangshi Polytechnic College
