强节点弱构件

强节点弱构件强节点弱构件
  1. 本文还在“强节点,弱构件”抗震设计一般原则的基础上提出了“强连接,弱板件”的端板连接抗震设计概念。

    Based on the general seismic design rule of structures , which is strong joint , weak member , another seismic design concept for steel structural end-plate connections , which is strong connection , weak plate is pnt forward .

  2. 试验结果表明,通过合理设计,环梁节点能有效地传递框架梁端的剪力和弯矩,具有良好的变形能力和耗能能力,可以实现强节点、弱构件的抗震概念设计。

    The experimental results indicate that the proper designed ring beam joint can transfer the frame beam shear and moment effectively and the joint has excellent deformation capacity and energy dissipation capacity . The earthquake resistance design concept of strong connection and weak member can be achieved .