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斜撐挫屈是特殊同心斜撐構架(SCBFs)中最先發生的破壞模式,為「弱斜撐-強接合板」邏輯,其中壓力斜撐所能吸收的能量主要來自斜撐挫屈後斜撐中央與兩端接合板所形成的彎曲塑性鉸,整體斜撐構架系統中的韌性…
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ABSTRACT The development of High Strength Concrete (HSC) and High Strength Steel (HSS) facilitate t…
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Reinforced concrete beams which interconnect individual shear wall along the story height and form …
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This study investigates the behavior of oblong and rectangular bridge columns under combined consta…
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ABSTRACT Design criteria of slab-column connections in the ACI Building Code (2011) were mostly de…