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...
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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