APPLICATION OF CAUSAL HYSTERETIC DAMPING MODEL TO NONLINEAR SEISMIC RESPONSE ANALYSIS OF SUPER HIGH-RISE BUILDING
Author:
Affiliation:
1. Graduate School of Engineering, Hiroshima Univ.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/84/759/84_597/_pdf
Reference12 articles.
1. 1) Architectural Institute of Japan : Damping in Buildings, 2000.10 (In Japanese).
2. 2) Kashima, T. and Kitagawa, Y. : Dynamic Characteristics of Buildings Estimated from Strong Notion Records, AIJ Journal of Technology and Design, No. 22, pp. 163-166, 2005.12
3. 3) Hoshi, Y., Hisada, Y., Yamashita, T., Masuzawa, Y. and Shimamura, K. : Study on Vibration Characteristics of a High‐rise Building using results of Microtremor, Manpower Excitation Measurements, Earthquake Observations and Simulations of a 3D Moment‐frame structure, The JAEE J., Vol. 10, No. 2, pp. 73-88, 2010 (In Japanese).
4. 4) Nakamura, N., Kinoshita, T. and Fukuyama, H. : Response Analysis and ARX Identification of a Steel Reinforced Concrete High-Rise Building During the 2011 off the Pacific Coast of Tohoku Earthquake. Front. Built Environ. doi:10.3389/fbuil.2017.00074, 2017.12
5. 5) Jehel, P., Leger, P. and Ibrahimbegovic, A. : Initial versus Tangent Stiffness-based Rayleigh Damping in Elastic Time History Seismic Analysis, Earthquake Engng. Struct. Dyn., 43, pp. 467-484, 2014
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