Source Journal of Chinese Scientific and Technical Papers
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Lu Huaxi, Liang Pingying, Qiu Zaosheng. COMPARATIVE ANALYSIS OF THE INFLUENCE OF SOFT SOIL LAYER ON SITE CLASSIFICATION BETWEEN CHINESE CODE GB 50011—2001 AND EUROCODE 8[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 82-85. doi: 10.13204/j.gyjz201002019
Citation: LI Ran, SHU Ganping, HU Bo, CHEN Shitong. Experimental Research on Seismic Performance of Pin-Connected Steel Frame Structures with Different Braces[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(11): 168-174. doi: 10.13204/j.gyjzG21082504

Experimental Research on Seismic Performance of Pin-Connected Steel Frame Structures with Different Braces

doi: 10.13204/j.gyjzG21082504
  • Received Date: 2021-08-25
  • Two 1∶2 scaled single-span pin-connected steel frame structures with two floors were designed and fabricated. One is pin-connected steel frame with common braces (FMB) as the comparison frame, and the other is pin-connected steel frame with self-centering energy dissipation braces (FMD). The experimental study and comparative analysis of the two frames under quasi-static loading were carried out. The results showed that the out-of-plane instability and buckling occured in FMB during the loading process, local warpage also occurred in the beam-brace connection zone. The FMB was almost no energy dissipation capacity or self-centering capability. Self-centering energy dissipation devices in FMD played the energy dissipation and self-centering function, and other components kept in the elastic. After loading, no damage occurred to the structure. The structure possessed good energy dissipation capability and could restored to its initial station after loading. Compared to FMB, FMD owned about the same yielding load, higher sidesway resistance, greater ductility, stronger energy dissipation and self-centering capacity.
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