基本上破坏都出现在梁与柱的焊接处，而此处的韧性设计是为抵挡周而复始的大量建筑非弹性变化。
The damage occurred primarily at welded beam-to-column connections, which had been designed to act in a ductile manner and to be capable of withstanding repeated cycles of large inelastic deformation.
讨论了提高有边框柱剪力墙强度和非弹性耗能能力的构造措施。
The construction detail for enhancing strength and improving inelastic energy dissipation behavior of reinforced...
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