Top > JDR > Shaking Table Test of Quarter Scale 20 Story RC Moment Frame B ...

single-dr.php

JDR Vol.11 No.1 pp. 97-105
(2016)
doi: 10.20965/jdr.2016.p0097

Paper:

Views over last 60 days: 972

Shaking Table Test of Quarter Scale 20 Story RC Moment Frame Building Subjected to Long Period Ground Motions

Kuniyoshi Sugimoto*, Kenji Yonezawa**, Hideo Katsumata**, and Hiroshi Fukuyama***

*Institute of Urban Innovation, Yokohama National University
79-5 Tokiwadai, Hodogaya-ku, Yokohama, Kanagawa 240-8501, Japan

**Technical Research Institute, Obayashi Corporation, Tokyo, Japan

***National Institute for Land and Infrastructure Management,
Ministry of Land, Infrastructure and Transport, Ibaraki, Japan

Received:
July 31, 2015
Accepted:
January 16, 2016
Published:
February 1, 2016
Creative Commons License
Keywords:
reinforced concrete, long period ground motion, high-rise building, hysteretic damping
Abstract
Shaking table test of a quarter-scale 20-story reinforced concrete building model was carried out. Employed input waves were kinds of long period and long duration ground motion. Test results showed that structural slabs were fully effective for building strength, which could be expressed in detailed analysis using nonlinear FEM. However, the observed hysteretic damping after yielding was fairly smaller than the expected by the current design custom, which caused smaller and unsafe estimated response than that observed in the test.
Cite this article as:
K. Sugimoto, K. Yonezawa, H. Katsumata, and H. Fukuyama, “Shaking Table Test of Quarter Scale 20 Story RC Moment Frame Building Subjected to Long Period Ground Motions,” J. Disaster Res., Vol.11 No.1, pp. 97-105, 2016.
Data files:
References
  1. [1] I. Okawa, T. Satoh, T. Sato, and T. Nishikawa, “An Empirical Evaluation of Long-Period Earthquake Motion for Building Design,” 15th World Conferense of Earthquake Engineering, Paper ID 2476, 2012.
  2. [2] Y. Suzuki, Y. Hyodo, M. Maruta, N. Suzuki, and N. Koshika, “Behavior of Reinforced Concrete Buildings Subjected to Many Cyclic Loadings,” Journal of Structural and Construction Engineering, Architectural Institute of Japan, Vol.74, No.646, pp. 2317-2325, 2009 (in Japanese).
  3. [3] T. Demizu, T. Saito, H. Fukuyama, K. Morita, T. Mukai, M. Hamada, S. Kikuta, A. Yagenji, M. Kanagawa, H. Sasaki, H. Ishibashi, M. Hamada, T. Takahashi, and S. Denno, “Structural Performance of RC High-rise Buildings under Long Period Seismic Ground Motion Part 1 – Part 7,” Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, pp. 499-512, 2009 (in Japanese).
  4. [4] M. Yoshimura, “Summary of US-Japan Cooperative Research on Seismic Safety of Reinforced Concrete Structures,” Journal of Structural and Construction Engineering, Architectural Institute of Japan, pp. 27-35, 1990 (in Japanese).
  5. [5] T. Kabeyasawa, T. Matsumori, K. Shirai, H. Katsumata, K. Igarashi, K. Kajiwara, H. Kuramoto, C. Shaohua, T. Matsui, Y. Kim, Y. Sanada, and T. Kabeyasawa, “Simulated Earthquake Test on a Full-Scale Six-Story Reinforced Concrete Building at E-Defense Part1-Part7,” Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, pp. 685-698, 2006 (in Japanese).
  6. [6] T. Nagae, C. Yulin, Y. Shimada, K. Fukuyama, K. Kajiwara, T. Inoue, M. Nakashima, T. Saito, H. Kitamura, N. Fukuwa, and T. Hitaka, “Development of Frame Test System to Assess Seismic Performance of High-Rise Buildings – E-Defense shaking table test –,” Journal of Structural and Construction Engineering, Architectural Institute of Japan, Vol.74, No.640, pp. 1163-1171, 2009 (in Japanese).
  7. [7] H. Katsumata, et al., “Report: investigation of seismic safety verification for RC structures under long-period ground motions,” The Building Letter, The Building Center of Japan, pp. 8-28, 2014 (in Japanese).
  8. [8] K. Sugimoto, Y. Masuda, H. Shiohara, H. Katsumata, H. Fukuyama, T. Kabeyasawa, G. Miwata, K. Shibuichi, K. Kurita, T. Anabuki, T. Sano, and H. Hagio, “Shaking Table Test of 1/4 scaled 20 Story RC Building under Long Period Ground Motions (Part 1 – Part 5),” Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, pp. 653-662, 2013 (in Japanese).
  9. [9] K. Yonezawa, Y. Fukumoto, M. Kataoka, K. Sugimoto, H. Shiohara, H. Katsumata, H. Fukuyama, and T. Kabeyasawa, “Shaking Table Test of 1/4 scaled 20 Story RC Building under Long Period Ground Motions (Part 6 & 7),” Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, pp. 663-666, 2013 (in Japanese).
  10. [10] N. Koshika, Y. Suzuki, H. Shiohara, H. Katsumata, H. Fukuyama, and T. Kabeyasawa, “Shaking Table Test of 1/4 scaled 20 Story RC Building under Long Period Ground Motions (Part 8),” Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, pp. 667-668, 2013 (in Japanese).
  11. [11] S. Toyoda, H. Kuramoto, H. Shiohara, H. Katsumata, H. Fukuyama, and T. Kabeyasawa, “Shaking Table Test of 1/4 scaled 20 Story RC Building under Long Period Ground Motions (Part 9 & 10),” Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, pp. 669-672, 2013 (in Japanese).
  12. [12] H. Kato, T. Kabeyasawa, H. Fukuyama, H. Katsumata, K. Sugimoto, and H. Shiohara, “Shaking Table Test of 1/4 scaled 20 Story RC Building under Long Period Ground Motions (Part 11),” Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, pp. 673-674, 2013 (in Japanese).
  13. [13] Japan Institute of Construction Engineering, Report of “Developement of Advanced Reinforced Concrete Buildings Using High-strength Concrete and Reinforcement (New RC Project),” 1993 (in Japanese).
  14. [14] H. Katsumata, K. Sugimoto, K. Tsuda, H. Fukuyama, T. Saito, and H. Shiohara, “ Preliminary Study on RC Structural Loading Tests Subjected to Many Cyclic Loads: An Investigation of Members of High-Rise RC Buildings,” Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, pp. 757-758, 2011 (in Japanese).
  15. [15] M. Nakamura, H. Katsumata, and H. Fukuyama, “Amplitude dependence Evaluation of Modal Parameters through Earthquake Observation on a SRC High-rise Building,” Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, pp. 591-592, 2013 (in Japanese).
  16. [16] N. Nakamura, T. Kinoshita, Y. Ishikawa, H. Ota, S. Ikeda, M. Ito, T. Saito, and H. Fukuyama, “Response Analysis of SRC High-rise Building during the 2011 Off The Pacific Coast of Tohoku Earthquake,” AIJ Journal of Technical and Design, Vol.19, No.41, pp. 53-58, 2013.
  17. [17] I. Okawa, T. Satoh, T. Sato, M. Tohdo, H. Kitamura, S. Torii, Y. Tsuji, and Y. Kitamura, “Study on Long-Period Ground Motions and Responses of Super-High-Rise Buildings Etc. – Proposal of Updated Empirical Equations for Long-Period Ground Motions and Evaluation of Responses of Super-High-Rise and Seismically Isolated Buldings under the Hypothentical Nankai-Tonankai-Tokai Connected Earthquakes –,” Building Research Data No.144, Building Research Institute, 2013 (in Japanese).
  18. [18] T. Takeda, M. A. Sozen, and N. N. Nielsen, “Reinforced Concrete Response to Simulated Earthquakes,” Journal of Structural Division, ASCE, Vol.96, No.ST12, pp. 2557-2573, 1970.
  19. [19] K. Sugimoto, H. Katsumata, H. Fukuyama, T. Saito, and T. Kabeyasawa, “Earthquake Resistant Performance of High-Rise Reinforced Concrete Buildings under Long-Period Ground Motions,” 15th World Conferense of Earthquake Engineering, Paper ID 1253, 2012.
  20. [20] S. Jin, A. Tasai, K. Kusunoki, H. Fukuyama, and T. Kabeyasawa, “Static Loading Experiment of T-shaped Beams in RC Buildings Subjected to Many Cyclic Loads,” Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, pp. 745-746, 2011 (in Japanese).
  21. [21] T. Sagawa, K. Sawaguchi, H. Nakazawa, K. Yamanobe, T. Kabeyasawa, and H. Fukuyama, “Tests on R/C Beam-Column Joints Under Static Loading with a Relatively Large Number of Cycles, (Part 1 & 2),” Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, pp. 747-750, 2011.
  22. [22] T. Kabeyasawa, H. Fukuyama, T. Kabeyasawa, D. Xuan, Y. Kim, H. Katsumata, and K. Sugimoto, “Static Loading Test of a Three-Dimensional Frame Simulating High-Rise Reinforced Concrete Building Structures Subjeted to Many Cyclic Loads(No.1 & No.2),” Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, pp. 741-744, 2011.
  23. [23] K. Sugimoto, G. Miwada, Y. Masuda, H. Katsumata, T. Kabeyasawa, and H. Fukuyama, “Hysteresis Restoring Force Characteristics of 1/4 Scaled 20 Story RC Building under Long Period Ground Motions,” Journal of Structural Engineering, Vol.61B, pp. 95-102, 2015 (in Japanese).
  24. [24] V. Ciampi, R. Eligehausen, V. V. Bertero, and E. P. Popov, “Analytical Model for Concrete Anchorage of Reinforcing Bars Under Generalized Excitations,” Report No. UCB/EERC-82-83, Univ. of California, Barkeley, 1982.
  25. [25] K. Yonezzwa, K. Sugimoto, H. Katsumata, and H. Fukuyama, “3D non-linear FE-Analysis for Shaking Table Test of 1/4 Scaled 20 Story RC Building – Effects of Floor Slab and Axial Force in Girder –,” Proceedings of the Japan Concrete Institute, Vol.36, pp. 253-258, 2014 (in Japanese).

Creative Commons License  This article is published under a Creative Commons Attribution-NoDerivatives 4.0 Internationa License.

*This site is desgined based on HTML5 and CSS3 for modern browsers, e.g. Chrome, Firefox, Safari, Edge, Opera.

Last updated on Apr. 22, 2024