UC知道建筑英语几句话！急！
来源：百度知道 编辑：UC知道 时间：2024/05/16 13:36:50
The initial stresses of I-section models were applied in a *STATIC step with no loading and the standard model boundary conditions to allow equilibration of the initial stress field before starting the response history.
member out-of-straightness imperfection
second moment of area with respect to the axis of in-plane bending
form factor for axial compression member
问题补充：The deformations necessary to bring the model into equilibrium magnified the initial imperfections and caused a redistribution of the initial stress so that, after the equilibrating step, neither the initial imperfections nor the initial stresses were representative of the initial conditions specified
member out-of-straightness imperfection
second moment of area with respect to the axis of in-plane bending
form factor for axial compression member
问题补充：The deformations necessary to bring the model into equilibrium magnified the initial imperfections and caused a redistribution of the initial stress so that, after the equilibrating step, neither the initial imperfections nor the initial stresses were representative of the initial conditions specified
最初讲了一节型号分别适用于*静态一步没有装载和标准模型的边界 条件允许平衡的初始应力场才开始回应历史.
会员柱直线缺点
惯性矩对于轴的平面弯曲
形式因素对轴压构件
问题补充:形变的必要,使模式转变成平衡放大的初始缺陷,并引发了重新初始 讲这样,在平衡一步 没有初始缺陷或初始应力分别代表初始条件的规定