在西安市区有六条较大的地面裂缝带，它们具有相同的展布特征和统一的位移方式。
In the city of XIAN there are six main banded fissures. They have some common distribution features and unitary displacement forms.
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.
位移量的测定选用了串口通信的方式。
The displacement signal is transmitted by means of serial communication.
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