Full-scale shaking table experiments on the seismic response of a 10-story reinforced-concrete building: overview and analysis

Author:

Kang Jae-DoORCID,Kajiwara Koichi,Nagae Takuya,Sato Eiji,Tosauchi Yusuke

Funder

Ministry of Land, Infrastructure and Transport

Seoul Institute of Technology

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference37 articles.

1. Akiyama H (1985) Earthquake‐resistant limit-state design for buildings. University of Tokyo Press, Tokyo, Japan

2. Architectural Institute of Japan (AIJ) (2010). AIJ Standard for structural calculation of reinforced concrete structure (in Japanese)

3. Architectural institute of japan (AIJ) (2003). design guidelines for earthquake resistant reinforced concrete buildings based on inelastic displacement concept, Tokyo, Japan

4. Aslam M, Godden WG, Scalise DT (1980) Earthquake rocking response of rigid bodies. J Struct Div 106(2):377–392. https://doi.org/10.1061/jsdeag.0005363

5. Berto L, Di Sarno L, Fragiadakis M et al (2023) Seismic assessment of free-standing artifacts: full-scale tests on large shake table. Earthq Eng Struct Dyn 52(9):2708–2730. https://doi.org/10.1002/eqe.3890

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