Dynamic response evaluation of deep underground structures based on numerical simulation
- Authors
- Yoo, Mintaek; Kwon, Sun Yong; Hong, Seongwon
- Issue Date
- May-2022
- Publisher
- TECHNO-PRESS
- Keywords
- deep underground building structures; earthquake; HSSMALL; PLAXIS2D; seismic response
- Citation
- GEOMECHANICS AND ENGINEERING, v.29, no.3, pp.269 - 279
- Journal Title
- GEOMECHANICS AND ENGINEERING
- Volume
- 29
- Number
- 3
- Start Page
- 269
- End Page
- 279
- URI
- https://scholarworks.bwise.kr/gachon/handle/2020.sw.gachon/87600
- DOI
- 10.12989/gae.2022.29.3.269
- ISSN
- 2005-307X
- Abstract
- In this research, a series of dynamic numerical analysis were carried out for deep underground building structures under the various earthquake conditions. Dynamic numerical analysis model was developed based on the PLAXIS2D and calibrated with centrifuge test data from Kim et al. (2016). The hardening soil model with small strain stiffness (HSSMALL) was adopted for soil constitutive model, and interface elements was employed at the interface between plate and soil elements to simulate dynamic interaction effect. In addition, parametric study was performed for fixed condition and embedded depth. Finally, the dynamic behavior of underground building structure was thoroughly analyzed and evaluated.
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Collections - 공과대학 > 토목환경공학과 > 1. Journal Articles
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