Investigation of the dynamic response of rigid footings on tensionless Winkler foundation

Ioannis N. Psycharis

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Investigation of the dynamic response of rigid footings on tensionless Winkler foundation

机译：无张力Winkler地基上刚性基础动力响应的研究

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The dynamic response of a rigid footing resting on an elastic tensionless Winkler foundation is examined. A parametric investigation, concerning the effect of the main parameters on the response, is performed for harmonic excitation. The parameters examin

机译：研究了基于弹性无张力Winkler基础的刚性立脚的动力响应。针对谐波激励进行了有关主要参数对响应的影响的参数研究。参数检查

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来源
《Soil Dynamics and Earthquake Engineering》 |2008年第7期|p.577-591|共15页
作者
Ioannis N. Psycharis;
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作者单位

Laboratory for Earthquake Engineering School of Civil Engineering National Technical University of Athens Polytechnic Campus 15780 Athens Greece;

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原文格式 PDF
正文语种 eng
中图分类地球物理学;
关键词
earthquake response; harmonic response; footings; foundation; winkler foundation; uplift; rocking;

机译：地震反应;谐波响应立足点基础;温克勒基金会隆起摇摆;

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专利

1. Response of a rectangular plate-column system on a tensionless Winkler foundation subjected to static and dynamic loads [J] . K. Gueler, Z. Celep Structural Engineering and Mechanics . 2005,第6期

机译：矩形板-柱系统在静压和动态载荷下对无张力Winkler地基的响应
2. An investigation into the Winkler modeling of the cyclic response of rigid footings [J] . Nii Allotey, M. Hesham El Naggar Soil Dynamics and Earthquake Engineering . 2008,第1期

机译：刚性基础循环响应的Winkler建模研究
3. Discussion on 1) 'Dynamic response of a finite beam resting on a Winkler foundation to a load moving on its surface with variable speed' by ND Beskou and MV Muho [Soil Dyn. Earthq. Eng. 109(2018), 222-226] and 2) 'Dynamic response of an infinite beam resting on a Winkler foundation to a load moving on its surface with variable speed' by MV Muho and ND Beskou [Soil Dyn. Earthq. Eng. 109(2018), 150-153] [J] . Konstantinos A. Skalomenos Soil Dynamics and Earthquake Engineering . 2018,第Deca期

机译：ND Beskou和MV Muho [Soil Dyn。1（1）讨论了1）“基于Winkler基础的有限梁对在其表面上变速移动的负载的动态响应”。
4. Theoretical Analysis of the Sole Plate of Semi-Rigid Light Steel Column Footings on the Basis of Winkler Model of Elastic Foundation Beam [C] . Li Xiao, Ding Min, Jiang Xiu-gen International Conference onuture Optical Materials and Circuit Design . 2013

机译：基于弹性基梁的Winkler模型基于半刚性轻钢柱基础鞋底板的理论分析
5. The effect of foundation flexibility on the dynamic response of a rigid block. [D] . Yuan, Limin. 2006

机译：基础柔性对刚性砌块动力响应的影响。
6. Free vibration of a piezoelectric nanobeam resting on nonlinear Winkler-Pasternak foundation by quadrature methods [O] . Ola Ragb, Mokhtar Mohamed, M.S. Matbuly 2019

机译：基于正交方法的非线性Winkler-Pasternak基础上压电纳米束的自由振动
7. The Dynamic Response of an Elastic Circular Plate on a Viscoelastic Winkler Foundation Impacted by a Moving Rigid Body. [O] . Wei HUANG, Yi-Da ZOU 1992

机译：移动刚体冲击粘弹性闪光基础的弹性圆形板的动态响应。
8. The Design of Beams on Winkler-Pasternak Foundations for Minimum Dynamic Response and Maximum Eigenfrequency [R] . Adali, S. 1981

机译：Winkler-pasternak地基上最小动力响应和最大特征频率的梁设计

Investigation of the dynamic response of rigid footings on tensionless Winkler foundation

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