ANALYSIS OF SEISMIC INTERACTIONS SOIL-FOUNDATION-BRIDGE STRUCTURES FOR DIFFERENT FOUNDATIONS

机译：不同地基的地震相互作用土-基础-桥梁结构分析

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The interaction of soil, foundations and structure (SFSI) depends on numerous parameters, although the effect of vibrations due to earthquake is dominant: foundation manner, and properties of soil, foundation and structure. Important are the characteristics of vibration caused by earthquake (frequency contents, pick acceleration, etc.) depending on soil quality. The paper describes the kinematics and inertia interactions and their influence on the behaviour of the structure. A different design model for SFSI is described and analysed. Consequently, the decomposition of the soil-pile-structure response is presented and steps in modelling and analysis are given. The emphasis is on the simplified model and foundation on piles.

机译：尽管地震引起的振动影响占主导地位，但土壤，地基和结构的相互作用（SFSI）取决于许多参数：地基的方式以及土壤，地基和结构的性质。重要的是取决于土壤质量的地震引起的振动特性（频率含量，拾取加速度等）。本文描述了运动学和惯性相互作用及其对结构行为的影响。描述和分析了SFSI的不同设计模型。因此，提出了土-桩-结构响应的分解方法，并给出了建模和分析步骤。重点是简化模型和桩基。

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来源
《Coupled site and soil-structure interaction effects with application to seismic risk mitigation》|2008年|179-191|共13页
会议地点 Borovets(BG)
作者
Boris Folic; Radomir Folic;
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作者单位

'Gardi', Temerinska 112, 21000 Novi Sad, Serbia;

Faculty of Technical Sciences, Trg D. Obradovica 6, 21000 Novi Sad, Serbia;

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会议组织
原文格式 PDF
正文语种 eng
中图分类
关键词
soil; bridge structure; foundations; pile; interaction; model; linear; nonlinear; elastodynamic; p-y; winkler springs; dashpot; FEM; BEM;

机译：泥;桥梁结构基础；桩;相互作用;模型;线性非线性弹性动力学-温克勒斯普林斯缓冲器有限元边界元;

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1. Interaction of foundation - structure systems with seismically precarious slopes: Numerical analysis with strain softening constitutive model [J] . R. Kourkoulis, I. Anastasopoulos, F. Gelagoti, Soil Dynamics and Earthquake Engineering . 2010,第12期

机译：基础结构系统与地震不稳定边坡的相互作用：应变软化本构模型的数值分析
2. Seismic soil-structure interaction analysis of structure with shallow foundation using response spectrum method [J] . Gao Zhidong, Zhao Mi, Du Xiuli, Bulletin of earthquake engineering . 2020,第8期

机译：响应谱法用浅基础结构地震土结构相互作用分析
3. Seismic soil-structure interaction analysis of structure with shallow foundation using response spectrum method (vol 47, pg 613, 2020) [J] . Bulletin of earthquake engineering . 2020,第9期

机译：响应频谱法（Vol 47，PG 613,2020）浅埋浅基础地震土结构相互作用分析
4. ANALYSIS OF SEISMIC INTERACTIONS SOIL-FOUNDATION-BRIDGE STRUCTURES FOR DIFFERENT FOUNDATIONS [C] . Boris Folic, Radomir Folic NATO advanced research workshop on coupled site and soil-structure interaction effects with application to seismic risk mitigation . 2009

机译：不同基础地震互动土壤 - 基础桥结构分析
5. Three-dimensional nonlinear seismic soil-abutment-foundation-structure interaction analysis of skewed bridges. [D] . Shamsabadi, Anooshirvan. 2007

机译：斜桥的三维非线性地震土-桥台-地基-结构相互作用分析。
6. A Parametric Study of Nonlinear Seismic Response Analysis of Transmission Line Structures [O] . Li Tian, Yanming Wang, Zhenhua Yi, -1

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7. Correction to: Seismic soil-structure interaction analysis of structure with shallow foundation using response spectrum method [O] . Zhidong Gao, Mi Zhao, Xiuli Du, 2020

机译：响应谱法校正：浅埋频谱法浅埋井地地震土结构相互作用分析

ANALYSIS OF SEISMIC INTERACTIONS SOIL-FOUNDATION-BRIDGE STRUCTURES FOR DIFFERENT FOUNDATIONS

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