Commenced in January 2007
Paper Count: 30578
Seismic Resistant Mechanism of Two-by-four Wooden Frame with Vibration Control Device
Abstract:The structural system of wooden house by two-by-four method is widely adopted in any countries, and a various type of vibration control system for building structures has been developed on country with frequent earthquake. In this study, a vibration control device called “Scaling Frame” (SF) is suggested, and which is applied to wooden two-by-four method structures. This paper performs the experimental study to investigate the restoring force characteristics of two-by-four with SF device installed. The seismic resistant performance is estimated experimentally, and also the applicability and effectiveness are discussing.
Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1126698Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 676
 Ono, Y., Kaneko, H. and Kasai, K., 2002, “Time-History Analysis Models For Steel Dampers”, Proc. Structural Engineers World Congress (SEWC). 2002. Yokohama, Japan.
 Nakata, Y., 2002, “Performance and Quality Control Of Steel Hysteretic Damper”, Proc. Structural Engineers World Congress (SEWC). 2002. Yokohama, Japan.
 Kasai, K. and Popov, E. P. “General Behavior of WT Steel Shear Link Beams”, Journal of Structural Engineering, ASCE. Vol.112, No.2, pp. 362–382. 1986.2.
 Kasai, K. and Popov, E. P. “Cyclic Bucking Control for Shear Link Beams”, Journal of Structural Engineering, ASCE. Vol.112, No.3, pp. 505–523. 1986.2.
 Fu, Y. “Frame Retrofit by Using Viscous and Viscoelastic Dampers”, Eleventh World Conference on Earthquake Engineering. 1996.
 Kurokawa, K., Ito, T., Wu, D., Shimada, S., Nagumo, T., and Hirata, H.: Shaking Table Tests of Wooden Frame with Vibration Control Device Called Scaling-Frame Structure Installed, 2015 Structural Engineers World Congress, 2015. 10.