方法采用考虑接触和螺栓预拉的非线性有限单元法对不同构造的梁柱外伸端板连接进行分析。
The high strength bolts resistance on the steel beam-to-column extended endplate connection is studied.
不同构造区主应力方向存在一定的差异。
There are some differences of principal stress between secondary tectonic areas.
不同构造区主应力方向存在一定的差异。
There are some differences of principal stress between secondary tectonic areas.
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