Seismic amplification factors for low plasticity medium-stiff soil deposits

[HTML][HTML] Site amplification model for Croatia estimated by random vibration theory-based site response analysis

D Stanko, S Markušić - Soil dynamics and earthquake engineering, 2024 - Elsevier

Highlights•Site amplification model for Croatia is derived based on RVT site response
analysis.•Site amplification model is based on different site parameters V S30, T 0 and H …

被引用次数：2 相关文章所有 5 个版本

[PDF] jst.go.jp

Periodic foundation piles for the seismic protection of structures

O Casablanca - Soil Dynamics and Earthquake Engineering, 2024 - Elsevier

This study introduces a novel solution for seismic protection of structures based on resonant
metamaterials, named Periodic Foundation Piles, which can be integrated with deformable …

Quantifying the role of logic tree parameters in soil probabilistic seismic hazard assessment: Insights from sensitivity analysis

MS Ali, K Saeed, L Dong, M Jianxun - Soil Dynamics and Earthquake …, 2024 - Elsevier

This paper describes probabilistic seismic hazard assessment (PSHA) incorporating site
effects for a deep soil site in Pakistan. Bedrock hazard is computed in FRISK88M using a …

被引用次数：2 相关文章所有 2 个版本

[PDF] jst.go.jp

Seismic site response analyses of ideal medium-stiff soil deposits

G Di Filippo, G Biondi, O Casablanca… - Japanese Geotechnical …, 2024 - jstage.jst.go.jp

This paper focuses on the stratigraphic effects of medium-stiff soil deposits and describes
the results of 1D non-linear seismic response analyses carried out using the computer code …

被引用次数：1 相关文章

[PDF] uss.edu.pe

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