TY - CONF
T1 - Development of a structural system for buildings with high energy absorption utilizing both wood-based materials and cold-formed steel framing
AU - Wakita, Takehiro
AU - Soda, Satsuya
AU - Watai, Kazuki
AU - Miyazu, Yuji
N1 - Funding Information:
I gratefully acknowledge the work of past members of Soda Satsuya laboratory, Kyoda Takahiro, Saito Takehiro, Sugawara Rryota, Oiwa Nao. Finally, I gratefully appreciate the financial support of the Grant-in-Aid for Scientific Research (B) 17H003346 and the Grant-in-Aid for Young Scientists (B) B 17K14765 of JSPS.
Publisher Copyright:
© WCTE 2018 Committee.
PY - 2018
Y1 - 2018
N2 - A structural system for buildings was developed that combined wood-based materials and cold-formed steel framing. This structural system provides strong earthquake protection because the shear walls with built-in friction mechanisms have high energy absorption performance. First, the mechanical properties related to the shear force transmission of the screw joint between the cross laminated timber used for the floorboard and the cold-formed steel framing were tested. The results showed that the strength varies depending on the steel thickness and the screw length, and exhibited lower than that predicted according to design formulas presented in past research, especially under repeated loading. Next, tests were performed to examine the constructability and seismic performance of the structural system using a real scale two-story frame. It was found that the proposed structural system can be constructed easily in a short time and has extremely stable dynamic performance even under strong repetitive seismic wave inputs.
AB - A structural system for buildings was developed that combined wood-based materials and cold-formed steel framing. This structural system provides strong earthquake protection because the shear walls with built-in friction mechanisms have high energy absorption performance. First, the mechanical properties related to the shear force transmission of the screw joint between the cross laminated timber used for the floorboard and the cold-formed steel framing were tested. The results showed that the strength varies depending on the steel thickness and the screw length, and exhibited lower than that predicted according to design formulas presented in past research, especially under repeated loading. Next, tests were performed to examine the constructability and seismic performance of the structural system using a real scale two-story frame. It was found that the proposed structural system can be constructed easily in a short time and has extremely stable dynamic performance even under strong repetitive seismic wave inputs.
KW - Cold-formed steel
KW - Cross laminated timber
KW - Energy absorption
KW - Screw joint
KW - Shaking table test
UR - http://www.scopus.com/inward/record.url?scp=85058179902&partnerID=8YFLogxK
M3 - Paper
AN - SCOPUS:85058179902
T2 - 2018 World Conference on Timber Engineering, WCTE 2018
Y2 - 20 August 2018 through 23 August 2018
ER -