Failure modes and effects of reinforcement ratio on hysteretic behavior of joints were synthetically considered during cyclic-loading.
主要探讨节点的破坏模式以及混凝土板内配筋率对节点性能的影响并与纯钢节点进行了比较。
Failure modes and effects of reinforcement ratio on hysteretic behavior of joints were synthetically considered during cyclic-loading.
主要探讨节点的破坏模式以及混凝土板内配筋率对节点性能的影响并与纯钢节点进行了比较。
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