gable frame造句

• The linear elastic slope deflection equations of gable portal frames when occur the side - sway and non - sway buckling are derived . the equations considere the rafter slope and the vertical uniform loading subjected on the rafter . the established equations of non - sway buckling can consider the effect of snap change effect of gable frame
  推导了山形门式刚架有侧移失稳和无侧移失稳的线弹性位移方程,方程考虑了斜梁倾角和斜梁上竖向均布荷载的影响;建立了能考虑山形门式刚架跨变效应的无侧移失稳位移方程。