Shaking-table tests of a full-scale ten-story reinforced-concrete building (FY2015). Phase I: Free-standing system with base sliding and uplifting

Author:

Kajiwara Koichi,Tosauchi Yusuke,Kang Jae-Do,Fukuyama Kunio,Sato Eiji,Inoue Takahito,Kabeyasawa Toshimi,Shiohara Hitoshi,Nagae Takuya,Kabeyasawa Toshikazu,Fukuyama Hiroshi,Mukai Tomohisa

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference26 articles.

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2. Moehle JP, Hooper JD, Lubke CD. Seismic design of reinforced concrete special moment frames. US Department of Commerce, 2008.

3. Ductility and detailing requirements of bearing wall buildings;Wallace;J Struct Eng,1992

4. Kabeyasawa T, Hiraishi H. Tests and analyses of high-strength reinforced concrete shear walls in Japan. High-Strength Concrete in Seismic Regions, SP-176, C. W. French and M. E. Kreger, eds., American Concrete Institute, Farmington Hills, Mich., 1998, p. 281–310.

5. Passive and active structural vibration control in civil engineering;Soong,2014

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