International Journal of Soil Dynamics and Earthquake Engineering最新文献

On a decomposition of near-source earthquake ground motion 近源地震地面运动的分解

International Journal of Soil Dynamics and Earthquake Engineering Pub Date : 1985-10-01 DOI: 10.1016/0261-7277(85)90040-3

J.Enrique Luco, Dimitrios A. Sotiropoulos

引用次数: 5

Wave propagation in fluid-saturated porous media: An efficient finite element procedure 流体饱和多孔介质中的波传播:一个有效的有限元程序

International Journal of Soil Dynamics and Earthquake Engineering Pub Date : 1985-10-01 DOI: 10.1016/0261-7277(85)90038-5

Jean H. Prevost

引用次数: 95

Vibration statistics of the Duffing oscillator 杜芬振荡器的振动统计

International Journal of Soil Dynamics and Earthquake Engineering Pub Date : 1985-10-01 DOI: 10.1016/0261-7277(85)90041-5

Michalakis C. Constantinou

引用次数: 2

Annual index vol 4, 1985 年度指数第4卷，1985年

International Journal of Soil Dynamics and Earthquake Engineering Pub Date : 1985-10-01 DOI: 10.1016/0261-7277(85)90043-9

引用次数: 0

Equivalent properties for layered media 层状介质的等效性质

International Journal of Soil Dynamics and Earthquake Engineering Pub Date : 1985-10-01 DOI: 10.1016/0261-7277(85)90039-7

A.H. Hadjian, Byrwec Ellison

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引用次数: 2

Soil impedance in vertical vibration of a floating pile 浮桩竖向振动中的土阻抗

International Journal of Soil Dynamics and Earthquake Engineering Pub Date : 1985-10-01 DOI: 10.1016/0261-7277(85)90042-7

S.K. Bose, S.S. Haldar

引用次数: 3

A class of inhomogeneous shear models for seismic response of dams and embankments 一类坝、堤地震反应的非均质剪切模型

International Journal of Soil Dynamics and Earthquake Engineering Pub Date : 1985-10-01 DOI: 10.1016/0261-7277(85)90037-3

Panos Dakoulas, George Gazetas

{"title":"A class of inhomogeneous shear models for seismic response of dams and embankments","authors":"Panos Dakoulas, George Gazetas","doi":"10.1016/0261-7277(85)90037-3","DOIUrl":"10.1016/0261-7277(85)90037-3","url":null,"abstract":"<div><p>Results of linear and nonlinear static analyses of gravity-induced stresses in several typical dam cross-sections, in conjunction with published experimental correlations of shear modulus versus confining pressure for a large variety of soils, reveal that the average shear modulus across the width of earth/rockfill dams may be expressed as a power <em>m</em> of depth, with <em>m</em> ranging from 0.35 to 0.90 and depending on material and geometric parameters. A general inhomogeneous shear beam model is developed to account for any possible such variation of modulus with depth. Perhaps somewhat surprisingly, closed-form analytical expressions are derived for natural frequencies, modal displacements, participation factors, and steady-state response functions for all values of the inhomogeneity factor <em>m</em>. Parametric results are presented in tabular and graphical form and conclusions are drawn of practical significance. Finally, a comprehensive comparative study is undertaken to investigate the validity of the inhomogeneous shear beam (SB) models. For five different dam cross-sections, each excited by four recorded accelerograms, it is shown that plane-strain finite-element analyses yield fundamental periods and peak displacements within the dam which are in very good accord with the predictions of a ‘consistent’ inhomogeneous SB model. A companion paper<sup>1</sup> extends the present work and focuses on seismic shear strains and seismic coefficients within dams and embankments.</p></div>","PeriodicalId":100715,"journal":{"name":"International Journal of Soil Dynamics and Earthquake Engineering","volume":"4 4","pages":"Pages 166-182"},"PeriodicalIF":0.0,"publicationDate":"1985-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/0261-7277(85)90037-3","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"78155500","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 87

Dynamics of buried pipelines 埋地管线动力学

International Journal of Soil Dynamics and Earthquake Engineering Pub Date : 1985-07-01 DOI: 10.1016/0261-7277(85)90009-9

P.M. O'Leary , S.K. Datta

引用次数: 22

RMS acceleration hazard for San Francisco 旧金山有加速危险

International Journal of Soil Dynamics and Earthquake Engineering Pub Date : 1985-07-01 DOI: 10.1016/0261-7277(85)90005-1

Edward Kavazanjian Jr. , Heriberto Echezuria , Martin W. McCann

引用次数: 9

Soil-structure interaction in coupled rocking and sliding vibration — the plane problem 振动与滑动耦合下的土-结构相互作用-平面问题

International Journal of Soil Dynamics and Earthquake Engineering Pub Date : 1985-07-01 DOI: 10.1016/0261-7277(85)90008-7

X. Zeng , A. Askar , A.S. Cakmak

{"title":"Soil-structure interaction in coupled rocking and sliding vibration — the plane problem","authors":"X. Zeng , A. Askar , A.S. Cakmak","doi":"10.1016/0261-7277(85)90008-7","DOIUrl":"10.1016/0261-7277(85)90008-7","url":null,"abstract":"<div><p>For a strip wall erected on a rigid strip foundation and supported on the surface of the ground, the dynamic soil-structure interaction under the action of horizontal ground motion is investigated. The ground motion is idealized as vertically propagating, horizontal steady-state motion. Because the horizontal ground motion brings about sliding vibration of the foundation as well as rocking vibration, the coupled rocking and sliding vibration of the soil-structure system is considered in this paper. For the contact between the ground and the foundation, the following assumptions are made: (a) the contact is assumed to be welded, that is to say, the motion of the foundation is consistent with the ground; (b) the horizontal translation at each point on the bottom surface of the foundation is equal to a constant; (c) the distribution of the normal displacements under the foundation remains linear in the rocking vibration. For comparison, the case of uncoupled vibration is considered also. The use of Fourier transform method yields dual integral equations (for the case without coupled effect) or simultaneous dual integral equations (for the case with coupled effect). Both of them are solved by means of infinite series of orthogonal functions, and Jacobi polynomials. The numerical results show that there are significant differences between the displacement of the foundation, the relative displacements of the top of the wall with respect to its base, and the distributions of contact stresses beneath the foundation, for the cases with and without the coupling effect.</p></div>","PeriodicalId":100715,"journal":{"name":"International Journal of Soil Dynamics and Earthquake Engineering","volume":"4 3","pages":"Pages 140-150"},"PeriodicalIF":0.0,"publicationDate":"1985-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/0261-7277(85)90008-7","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"87765473","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 3