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논문 기본 정보
- 자료유형
- 학술대회자료
- 저자정보
- 발행연도
- 2009.10
- 수록면
- 2,809 - 2,812 (4page)
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Traditional practice for the analysis of single piles involves an independent two-step analysis of the axial and lateral load capacities using separate soil-pile models. An uncoupled model and analysis of a single pile subjected to combined axial and lateral load is presented in this study. The method uses an integrated two-dimensional soil-pile model with the load transfer method using nonlinear T-z, P-y, and Q-z soil spring elements. The integrated model can capture the combined responses of the pile by considering P-delta effects in a single model and one-step analysis. Results of a simulation example have shown that the neglect of the P-delta effects in the analysis of single pile underestimates the lateral deflection and bending moment responses.
목차
Abstract
1. Introduction
2. Integrated Soil-Pile Model for Combined Axial Lateral Load Analysis with P-Delta Effect
3. Application Example
4. Conclusions
References
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UCI(KEPA) : I410-ECN-0101-2012-531-003885331