Effects of First Story Stiffness on Earthquake Responses of 2-Story Wooden Houses


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Authors

  • Koichi KIMURA Japan Ministry of Defense

DOI:

https://doi.org/10.5281/zenodo.17992513

Keywords:

Restoring-force characteristics, Bilinear slip model, Wooden house, Earthquake resistance, Seismic response time history analysis, Anti-seismic shelter, Oil damper, Pushover analysis

Abstract

In this study, a seismic response analysis of 2-story wooden houses has been carried out, and guidelines for proper seismic rehabilitation have been considered. In the analysis, the bilinear + slip model is adopted as the restoring-force characteristics because in previous studies it has been confirmed that the model reproduces characteristics of wooden houses relatively well. First, it was investigated how much the first story stiffness affects the inertia force of the roof during an earthquake. Next, the effects of roof mass were examined. Finally, in the case where an anti-seismic shelter was placed on the ground
floor, a suitable connection method to the house was considered.

References

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Published

2025-12-20

How to Cite

KIMURA, K. (2025). Effects of First Story Stiffness on Earthquake Responses of 2-Story Wooden Houses. ARCENG (INTERNATIONAL JOURNAL OF ARCHITECTURE AND ENGINEERING) ISSN: 2822-6895, 5(2), 342–352. https://doi.org/10.5281/zenodo.17992513