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Erratum to: Implications of non-synchronous excitation induced by nonlinear site amplification and of soil-structure interaction on the seismic response of multi-span bridges founded on piles

机译：勘误至：非线性场地放大引起的非同步激励以及土-结构相互作用对桩基多跨桥地震响应的影响

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Capatti, Maria Chiara; Tropeano, Giuseppe; Morici, Michele; Carbonari, Sandro; Dezi, Francesca; Leoni, Graziano; Silvestri, Francesco;
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年度 2017
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1. Implications of non-synchronous excitation induced by nonlinear site amplification and of soil-structure interaction on the seismic response of multi-span bridges founded on piles [J] . Capatti Maria Chiara, Tropeano Giuseppe, Morici Michele, Bulletin of earthquake engineering . 2017,第11期

机译：非线性部位扩增诱导的非同步激励和土壤 - 结构相互作用对桩上桩基桥梁地震响应的影响
2. Implications of non-synchronous excitation induced by nonlinear site amplification and of soil-structure interaction on the seismic response of multi-span bridges founded on piles (vol 15, pg 4963, 2017) [J] . Capatti Maria Chiara, Tropeano Giuseppe, Morici Michele, Bulletin of earthquake engineering . 2017,第11期

机译：非线性部位扩增诱导的非同步激励和土壤结构相互作用对桩上成立的多跨桥地震响应（Vol 15，PG 4963,2017）
3. Implications of non-synchronous excitation induced by nonlinear site amplification and of soil-structure interaction on the seismic response of multi-span bridges founded on piles [J] . Capatti Maria Chiara, Tropeano Giuseppe, Morici Michele, Bulletin of earthquake engineering . 2017,第11期

机译：非线性部位扩增诱导的非同步激励和土壤结构相互作用对桩上桩基桥梁地震响应的影响
4. EFFECTS OF NONLINEAR SOIL-STRUCTURE INTERACTION ON THE INELASTIC SEISMIC DEMAND OF PILE-SUPPORTED BRIDGE PIERS [C] . Yixue Li . 2008

机译：非线性土-结构相互作用对桩基桥墩非弹性地震响应的影响
5. Evaluation of the effects of nonlinear soil-structure interaction on the inelastic seismic response of pile-supported bridge piers. [D] . Ghalibafian, Houman. 2006

机译：土-结构非线性相互作用对桩式桥墩非弹性地震响应影响的评估。
6. Implications of nonlinearity confounding and interactions for estimating exposure concentration-response functions in quantitative risk analysis [O] . Louis Anthony Cox, Jr. -1

机译：非线性混杂和相互作用对定量风险分析中暴露浓度反应函数的影响
7. Seismic Response of Bridges Accounting for Soil-Structure Interaction effects and the Non-Synchronous Ground Motion due to 1D and 2D site analysis. [O] . Capatti MC, Carbonari S, Morici M, 2015

机译：考虑一维和二维场地分析引起的土-结构相互作用效应和非同步地震动的桥梁地震响应。
8. An Investigation of the Effectiveness of Existing Bridge Design Methodology in Providing Adequate Structural Resistance to Seismic Disturbances. Phase III:Nonlinear Soil-Structure Interaction of Skew Highway Bridges. [R] . chen,ma-chi penzien,joseph 1978

机译：现有桥梁设计方法对地震扰动提供足够结构抗力的有效性研究。第三阶段：斜交公路桥梁的非线性土 - 结构相互作用。

Erratum to: Implications of non-synchronous excitation induced by nonlinear site amplification and of soil-structure interaction on the seismic response of multi-span bridges founded on piles

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