The influences of rigid and elastic floor slab assumption, vertical earthquake action and the temperature stress on the structural internal force and deformation are analyzed.
分别采用了刚性和弹性楼板假定，并考虑了垂直地震作用、温度应力对结构内力与变形的影响，验算了罕遇地震作用下结构的弹塑性变形。
When calculating the structural damage or hysteresis curve, the relationship between internal force and deformation should be known at first.
在计算结构构件损伤、构件滞回曲线等，首先应知道构件截面的内力与变形的协调关系。结构在地震作用下，已进入弹塑性变形范围。
And the effectiveness of vicious dampers for structure vibration control on structural internal force, deformation and comfort problem is confirmed.
分析验证了粘滞阻尼器对该类结构内力、变形及舒适度的控制作用。
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