土木工程编译词汇E-10-SCIdict学术词典-... ... 死端 End，dead 铰端 End，rounded 能量系数 Energy coefficient ...
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无论从坝体的永久位移还是筋层轴力分布角度，坝内筋端的铰结连接方式要好于自由连接方式。
Whether permanent displacement of dam or the axial forces of anchor, the rigid attended mode is better than the free attended mode.
此外，还讨论了加载过程中钢筋混凝土刚架杆端塑性饺的性能，给出了计算等效塑性铰长度的经验公式。
Besides, the behaviour of plastic hinge at the member end of RC frame in process of loading is discussed and the empirical formula for calculating the equivalent length of plastic hinge is also given.
对于构件端部的非弹性铰，使用了半耦合的损伤函数与屈服函数。
Half-coupling damage and yield functions are adopted for non-elastic hinges at the ends of structural members.
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