Mode-based equivalent multi-degree-of-freedom system for one-dimensional viscoelastic response analysis of layered soil deposit

Earthquake Engineering and Engineering Vibration ◽

10.1007/s11803-018-0428-y ◽

2018 ◽

Vol 17 (1) ◽

pp. 103-124 ◽

Author(s):

Chong Li ◽

Juyun Yuan ◽

Haitao Yu ◽

Yong Yuan

Keyword(s):

Layered Soil ◽

Degree Of Freedom ◽

Response Analysis ◽

Viscoelastic Response ◽

One Dimensional

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Experimental Forced Response Analysis of Two-Degree-of-Freedom Piecewise-Linear Systems With a Gap

10.1115/1.0002026v ◽

2021 ◽

Author(s):

Akira Saito ◽

Junta Umemoto ◽

Kohei Noguchi ◽

Meng-Hsuan Tien ◽

Kiran D'Souza

Keyword(s):

Linear Systems ◽

Piecewise Linear ◽

Forced Response ◽

Degree Of Freedom ◽

Response Analysis ◽

Piecewise Linear Systems ◽

Two Degree Of Freedom

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One-dimensional nonlinear consolidation of multi-layered soil by differential quadrature method

Computers and Geotechnics ◽

10.1016/j.compgeo.2005.05.003 ◽

2005 ◽

Vol 32 (5) ◽

pp. 358-369 ◽

Author(s):

R.P. Chen ◽

W.H. Zhou ◽

H.Z. Wang ◽

Y.M. Chen

Keyword(s):

Differential Quadrature Method ◽

Layered Soil ◽

Differential Quadrature ◽

Quadrature Method ◽

One Dimensional ◽

Nonlinear Consolidation

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Nonstationary response analysis of a nonsymmetric nonlinear multi-degree-of freedom system to nonwhite random excitation.

JSME international journal Ser 3 Vibration control engineering engineering for industry ◽

10.1299/jsmec1988.31.690 ◽

1988 ◽

Vol 31 (4) ◽

pp. 690-697 ◽

Author(s):

Koji KIMURA ◽

Masaru SAKATA

Keyword(s):

Random Excitation ◽

Degree Of Freedom ◽

Response Analysis ◽

Nonstationary Response

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SEISMIC RESPONSE ANALYSIS OF STRUCTURES EMBEDDED IN LAYERED SOIL WITH IMPEDANCE TRANSFORM TO TIME DOMAIN : Part2 Modification of transfer method and response analysis based on discrete soil analysis model

Journal of Structural and Construction Engineering (Transactions of AIJ) ◽

10.3130/aijs.68.99_3 ◽

2003 ◽

Vol 68 (574) ◽

pp. 99-106 ◽

Author(s):

Naohiro NAKAMURA

Keyword(s):

Seismic Response ◽

Time Domain ◽

Soil Analysis ◽

Layered Soil ◽

Response Analysis ◽

Analysis Model ◽

Seismic Response Analysis ◽

Transfer Method

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One-Dimensional Ground Response Analysis to Arrive at Surface Peak Ground Acceleration—A Case Study of Golaghat District in Assam

Lecture Notes in Civil Engineering - Local Site Effects and Ground Failures ◽

10.1007/978-981-15-9984-2_10 ◽

2021 ◽

pp. 119-127

Author(s):

A. F. Siddique ◽

D. Dutta ◽

A. Deka

Keyword(s):

Peak Ground Acceleration ◽

Response Analysis ◽

Ground Response ◽

Ground Response Analysis ◽

Ground Acceleration ◽

One Dimensional

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Analytical solution for one-dimensional nonlinear consolidation of saturated multi-layered soil under time-dependent loading

Journal of Ocean Engineering and Science ◽

10.1016/j.joes.2020.04.004 ◽

2020 ◽

Author(s):

Pyol Kim ◽

Hyong-Sik Kim ◽

Chol-U Pak ◽

Chung-Hyok Paek ◽

Gun-Hyang Ri ◽

...

Keyword(s):

Analytical Solution ◽

Layered Soil ◽

Time Dependent ◽

One Dimensional ◽

Nonlinear Consolidation

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Vertical response analysis at multi-points on defective pile in layered soil and its application

Soil Dynamics and Earthquake Engineering ◽

10.1016/j.soildyn.2020.106358 ◽

2020 ◽

Vol 139 ◽

pp. 106358 ◽

Author(s):

Xin Liu ◽

M. Hesham El Naggar ◽

Kuihua Wang ◽

Juntao Wu

Keyword(s):

Layered Soil ◽

Response Analysis

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Analytical solution for one-dimensional nonlinear consolidation of double-layered soil with improved continuous drainage boundary

European Journal of Environmental and Civil engineering ◽

10.1080/19648189.2020.1813207 ◽

2020 ◽

pp. 1-22 ◽

Author(s):

Mengfan Zong ◽

Wenbing Wu ◽

M. Hesham El Naggar ◽

Guoxiong Mei ◽

Pengpeng Ni ◽

...

Keyword(s):

Analytical Solution ◽

Layered Soil ◽

One Dimensional ◽

Continuous Drainage ◽

Nonlinear Consolidation

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Taxonomy for evaluating the site-specific applicability of one-dimensional ground response analysis

Soil Dynamics and Earthquake Engineering ◽

10.1016/j.soildyn.2019.105865 ◽

2020 ◽

Vol 128 ◽

pp. 105865 ◽

Author(s):

Yumeng Tao ◽

Ellen Rathje

Keyword(s):

Response Analysis ◽

Ground Response ◽

Ground Response Analysis ◽

Site Specific ◽

One Dimensional

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One-Dimensional Nonlinear Seismic Response Analysis Using Strength-Controlled Constitutive Models: The Case of the Leaning Tower of Pisa’s Subsoil

Geosciences ◽

10.3390/geosciences8070228 ◽

2018 ◽

Vol 8 (7) ◽

pp. 228 ◽

Author(s):

Gabriele Fiorentino ◽

Camillo Nuti ◽

Nunziante Squeglia ◽

Davide Lavorato ◽

Stefano Stacul

Keyword(s):

Seismic Response ◽

Constitutive Models ◽

Response Analysis ◽

Seismic Response Analysis ◽

One Dimensional ◽

Nonlinear Seismic Response

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