JOURNAL BROWSE
Search
Advanced SearchSearch Tips
Natural Vibration Period of Small-scaled Arch Structure by Shaking Table Test
facebook(new window)  Pirnt(new window) E-mail(new window) Excel Download
 Title & Authors
Natural Vibration Period of Small-scaled Arch Structure by Shaking Table Test
Kim, Gee-Cheol; Kang, Joo-Won;
  PDF(new window)
 Abstract
Large spatial structures can not easily predict the dynamic behavior due to the lack of construction and design practices. The spatial structures are generally analyzed through the numerical simulation and experimental test in order to investigate the seismic response of large spatial structures. In the case of analysis for seismic response of large spatial structure, the many studies by the numerical analysis was carried out, researches by the shaking table test are very rare. In this study, a shaking table test of a small-scale arch structure was conducted and the dynamic characteristics of arch structure are analyzed. And the dynamic characteristics of arch structures are investigated according to the various column cross-section and length. It is found that the natural vibration periods of the small-scaled arch structure that have large column stiffness are very similar to the natural vibration period of the non-column arch structure. And in case of arch structure with large column stiffness, primary natural frequency period by numerical analysis is very similar to the primary natural frequency period of by shaking table test. These are because the dynamic characteristics of the roof structure are affected by the column stiffness of the spatial structure.
 Keywords
Small-scaled arch structure;Dynamic characteristic;Shaking table test;Column stiffness;
 Language
Korean
 Cited by
 References
1.
Joo-Won Kang, Keun-Yung Seok, Sang- Hoon Lee and Gee-Cheol Kim(2009), Experimental Study on Natural Period for Arch Structure with Column, Journal of the Association for Spatial Structure, Vol. 9, No. 2, pp.83-90

2.
Gee-Cheol Kim, Joo-Won Kang and Hyun Ko, (2010), Seismic Response of Large Space Structure with Various Substructure, Journal of the Association for Spatial Structure, Vol. 10, No. 3, pp.81-90

3.
Joo-Won Kang and Keun-Yung Seok, (2010), Shaking Table Tests of Arch Structure with Various Column Stiffness for Evaluation of Seismic Responses, Journal of the Architectural Institute of Korea Structure & Construction, Vol. 26, No. 1, pp.87-94

4.
Joo-Won Kang and Sang-Hoon Lee and Gee-Cheol Kim(2010), Seismic Response of Arch Structure with Column, Journal of the Association for Spatial Structure, Vol. 10, No. 1, pp.95-102

5.
Gee-Cheol Kimn and Joo-Won Kang, (2014), Seismic Response Control of Dome Structure Subjected to Multi-Support Earthquake Excitation, Journal of the Association for Spatial Structure, Vol. 14, No. 4, pp.89-98 crossref(new window)

6.
Gee-Cheol Kimn and Joo-Won Kang, (2014), Seismic Response Analysis of Spatial Structure According to Earthquake Excitation Direction, Journal of the Regional Association of Architectural Institute of Korea, Vol. 16, No. 6, pp.189-195

7.
Gee-Cheol Kimn and Joo-Won Kang, (2015), Analysis of Seismic Response Characteristics of Small Scale Arch Structure by Shaking Table Test, Journal of the Association for Spatial Structure, Vol. 17, No. 4, pp.129-135

8.
SungPil Chang, NamSo Cho, JuWon Seo and HuiGwan Yang, (2006), A Study on Similitude Law for Pseudodynamic Tests and Shaking Table Tests on Small-scale R/C Models, Proceedings of Earthquake Engineering Society of Korea, Vol. 10, No. 1, pp.545-552