Seismic Response Analysis Model for Full-Scale 10-Story RC Building of Shaking Table Tests (FY2015)

Author:

Kang Jae-Do,Kajiwara Koichi

Publisher

Springer International Publishing

Reference10 articles.

1. Kasai K, Ooki Y, Motoyui S, Takeuchi T, Sato E (2007) E-defense tests on full-scale steel buildings: Part 1-experiments using dampers and isolators. In: Structural Engineering Research Frontiers, pp 1–12

2. Suita K, Yamada S, Tada M, Kasai K, Matsuoka Y, Sato E (2008) Results of recent E-Defense tests on full-scale steel buildings: Part 1—collapse experiments on 4-story moment frames. In: Structures Congress, pp 1–10

3. Chung YL, Nagae T, Hitaka T, Nakashima M (2010) Seismic resistance capacity of high-rise buildings subjected to long-period ground motions: E-Defense shaking table test. J Struct Eng 136(6):637–644

4. Kajiwara K, et al (2016)Three-dimensional shaking table test of a 10-story reinforced concrete building on the E-Defense: Part 1: overview and specimen design of the base slip and base fixed tests. In: 16th World Conference on Earthquake Engineering, Santiago, Chile

5. Sato E, et al (2016) Three-dimensional shaking table test of a 10-story reinforced concrete building on the E-Defense Part 2: specimen fabrication and construction, test procedure, and instrumentation program. In: 16th World Conference on Earthquake Engineering, Santiago, Chile

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