在选择时，一般采用直杆锚固，铰接用于加固限制。
As an alternative they may be anchored as straight bars, but links should be provided as confining reinforcement.
实测资料表明，上下行并行的钢板梁桥在采用“两桥连接”加固以后，平联杆件的弯曲变形和断裂现象急剧增多。
Measured results indicate that the bend deformation and abruption phenomenon appears very quickly when the "two-bridge-junction" method is adopted in the parallel steel plate beam.
试验在一定程度上揭示了锚杆对监空结构面加固机制。
The experiment discovers the mechanism that the bolts reinforce the surface structural planes to some extent.
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