Evaluating the Effect of the Various Directions of Seismic Input on an Irregular Building: The Former Uto City Hall
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Publisher
Springer International Publishing
Link
https://link.springer.com/content/pdf/10.1007/978-3-030-83221-6_17
Reference11 articles.
1. Fujii K, Yoshida S, Nishimura T, Furuta T (2017) Observations of damage to Uto City Hall suffered in the 2016 Kumamoto Earthquake. In: Proceedings of the 8th European workshop on the seismic behaviour of irregular and complex structures, Bucharest, Romania
2. Fujii K (2019) Pushover-based seismic capacity evaluation of Uto City Hall damaged by the 2016 Kumamoto Earthquake. Buildings 9(6):140. https://doi.org/10.3390/buildings9060140
3. Boore DM, Watson-Lamprey J, Abrahamson NA (2007) Orientation-independent measures of ground motion. Bull Seismol Soc Am 96:1502–1511
4. López OA, Torres R (1997) The critical angle of seismic incidence and the maximum structural response. Earthq Eng Struct Dynam 26:881–894
5. Athanatopoulou AM (2005) Critical orientation of three correlated seismic components. Eng Struct 27:301–312
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1. Influence of the angle of seismic incidence of long-period pulse-like ground motion on an irregular base-isolated building;Frontiers in Built Environment;2022-10-12
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