Study on Empirical Formulas and Distribution Ranges of Vibration Periods in High-Rise Reinforced Concrete Constructions

References

• Anil, K. C. 2012. Dynamics of structures: Theory and applications to earthquake engineering. 4th ed. New York: Pearson Education, Inc.
   Google Scholar
• Anil, K. C., and K. Goel. 2000. Building period formulas for estimating seismic displacements. Earthquake Spectra 16 (2): 533–36. doi:10.1193/1.1586125.
   Google Scholar
• Celebi, M. 2006. Recorded earthquake responses from the integrated seismic monitoring network of the Atwood building, Anchorage, Alaska. Earthquake Spectra 22 (4): 847–64.
   Web of Science ®Google Scholar
• Chalah, F., L. Chalah-Rezgui, K. Falek, et al. 2014. Fundamental vibration period of SW buildings. APCBEE Procedia 9 (9):354–59. doi:10.1016/j.apcbee.2014.01.062.
   Google Scholar
• Charalampakis, A. E., G. C. Tsiatas, and S. B. Kotsiantis. 2020. Machine learning and nonlinear models for the estimation of fundamental period of vibration of masonry infilled RC frame structures. Engineering Structures 216 (8): 110765. doi:10.1016/j.engstruct.2020.110765.
   Google Scholar
• Guler, K., E. Yuksel, and A. Kocak. 2008. Estimation of the fundamental vibration period of existing RC buildings in Turkey utilizing ambient vibration records. Journal of Earthquake Engineering 12 (2): 140–50. doi:10.1080/13632460802013909.
   Google Scholar
• Hisada, Y., T. Yamashita, M. Murakami, et al. (2012) Seismic response and damage of high-rise buildings in Tokyo, Japan, during the Great East Japan earthquake. Proceedings of the International Symposium on Engineering Lessons Learned from the Giant Earthquake: 1110–19.
   Google Scholar
• J, L. L., L. C. Y, H. C. W, et al. (2002) Formulas for vibration period of steel buildings in Taiwan derived from ambient vibration data. In Proceedings of the Third International Conference on Advances in Steel Structures. Hong Kong, China. September. p. 921–28.
   Google Scholar
• Kokalanov, V., M. D. Trifunac, V. Gičev, M. Kocaleva, and A. Stojanova. 2022. High frequency calibration of a finite element model of an irregular building via ambient vibration measurements. Soil Dynamics and Earthquake Engineering 153 (153): 107005. doi:10.1016/j.soildyn.2021.107005.
   Google Scholar
• Masi, A. 2003. Seismic vulnerability assessment of gravity load designed R/C frames. Bulletin of Earthquake Engineering 1 (3): 371–95. doi:10.1023/B:BEEE.0000021426.31223.60.
   Web of Science ®Google Scholar
• Masi, A., and M. Vona. 2010. Experimental and numerical evaluation of the fundamental period of undamaged and damaged RC framed buildings. Bulletin of Earthquake Engineering 8 (3): 643–56. doi:10.1007/s10518-009-9136-3.
   Web of Science ®Google Scholar
• Ruggieri, S., A. Fiore, and G. Uva. 2021. A new approach to predict the fundamental period of vibration for newly-designed reinforced concrete buildings. Journal of Earthquake Engineering (8): 1–26. doi:10.1080/13632469.2021.1961929.
   Google Scholar
• Singh, J. P., P. Agarwal, S. K. T. Ashok Kumar, and S. K. Thakkar. 2014. Identification of modal parameters of a multistoried RC building using Ambient vibration and strong vibration records of Bhuj earthquake. Journal of Earthquake Engineering 18 (3): 444–57. doi:10.1080/13632469.2013.856823.
   Web of Science ®Google Scholar
• Sun, B., and H. Chen (2008) Study on loss assessment of building damages of urban earthquake. In The 14th World Conference on Earthquake Engineering. Beijing, China. October. p. 17.
   Google Scholar
• Trifunac, M. D. 1972. Comparisons between ambient and forced vibration experiments. Earthquake Engineering & Structural Dynamics 1 (2): 133–50. doi:10.1002/eqe.4290010203.
   Google Scholar
• Wang, G., and S. Fan. 1988. Suggestions of correction coefficient on the measured natural vibration period. Earthquake Resistant 04: 23–29. in Chinese.
   Google Scholar
• Wang, M., P. Yan, and B. Sun. 2016. Review of domestic and international research for high-rise buildings’ fundamental period empirical formulas. Earthquake Engineering and Engineering Dynamics 36 (05): 76–85. in Chinese.
   Google Scholar
• Xu, P., C. Xiao, and J. Li. 2014. Study on relationship between natural vibration periods and heights of structures for high-rise buildings and its reference range. China Civil Engineering Journal 47 (02): 1–11. in Chinese.
   Google Scholar
• Yan, P., and B. Sun. 2019. Fundamental natural vibration periods testing and regression analysis for typical high-rise buildings in Shanghai. Journal of Vibration and Shock 38 (15): 103–08. in Chinese.
   Google Scholar
• Yan, P., and B. Sun. 2019. Study on empirical formula of natural vibration period of high-rise reinforced concrete shear wall structure based on environmental motivation method. Engineering Mechanics 36 (02): 87–95. in Chinese.
   Google Scholar
• Yiğit, A., B. Erdil, and I. Akkaya. 2021. A simplified fundamental period equation for RC buildings. Gradevinar 73 (5): 483–97.
   Web of Science ®Google Scholar