Earthquakes and Structures

  • 제17권3호
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  • Pages.245-256
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  • 2019
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  • 2092-7614(pISSN)
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  • 2092-7622(eISSN)
테크노프레스 (Techno-Press)
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Seismic responses of a free-standing two-story steel moment frame equipped with a cast iron-mortar sliding base

  • Chung, Yu-Lin (Department of Architecture, National Cheng Kung University) ;
  • Kuo, Kuan-Ting (Department of Architecture, National Cheng Kung University) ;
  • Nagae, Takuya (Department of Architecture, Nagoya University) ;
  • Kajiwara, Koichi (Hyogo Earthquake Engineering Research Center, National Research Institute for Earth Science and Disaster Resilience)
  • 투고 : 2019.03.29
  • 심사 : 2019.06.05
  • 발행 : 2019.09.25
⟨ 이전 논문 다음 논문 ⟩

초록

An experimental study was conducted to evaluate the dynamic behavior of a free-standing frame equipped with a movable base system using cast iron and mortar as the bearing materials. The preliminary friction test indicated that a graphite layer developed on the interface and exhibited stable friction behavior. The friction coefficient ranged from 0.33 to 0.36 when the applied normal compression stress ranged from 2.6 to 5.2 MPa. The effect of the variation of normal compression stress would be small. Shaking table tests on the free-standing frame showed that rock, slide, and rock-slide responses occurred. The cumulative slide distance reached 381 mm under JMA Kobe wave excitation; however, only a few cyclic slides occurred at the same locations along the moving track. Most surfaces sustained single slides. Similar results can be observed in other shaking conditions. The insufficient cyclic sliding and significant rocking resulted in a few graphite layers on the mortar surfaces. Friction coefficients were generally similar to those obtained in the preliminary friction tests; however, the values fluctuated when the rocking became significant. The collisions due to rocking caused strong horizontal acceleration responses and resulted in high friction coefficient. In addition, the strong horizontal acceleration responses caused by the collisions made the freestanding specimen unable to reduce the input horizontal acceleration notably, even when slippage occurred. Compared with the counterpart fixed-base specimen, the specimen equipped with the iron-mortar base could reduce the horizontal acceleration amplification response and the structural deformation, whereas the vertical acceleration response was doubled due to collisions from rocking.

키워드

참고문헌

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