随着巨型框架结构应用的日益增多，主框架梁柱的合理布置成为巨型框架设计的关键问题。
With the increase in use of mega-frame structures, the main frame beam-column reasonable arrangement becomes the key problem of a design.
本研究中探讨于梁柱接头中使用角隅系筋代替箍筋之可行性，经由试验证明，角隅系筋对于抑制柱主筋挫屈有良好的功效。
In this research, it had proved that the stirrup used in beam-column joints can be replaced with corner tie. It is obvious that the ability of resisting rebar buckled by corner tie was pretty good.
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