Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Eun-haeng Lee"'
Publikováno v:
Applied Sciences, Vol 11, Iss 18, p 8611 (2021)
The strain-dependent nonlinear properties of ground materials, such as shear modulus degradation (G/Gmax) and damping, are of significant importance in seismic-related analyses. However, the ABAQUS program lacks a comprehensive procedure to estimate
Externí odkaz:
https://doaj.org/article/f71ab9e5af2e45b4b5c1117b8724b3c6
Publikováno v:
Applied Sciences, Vol 11, Iss 8611, p 8611 (2021)
Applied Sciences
Volume 11
Issue 18
Applied Sciences
Volume 11
Issue 18
The strain-dependent nonlinear properties of ground materials, such as shear modulus degradation (G/Gmax) and damping, are of significant importance in seismic-related analyses. However, the ABAQUS program lacks a comprehensive procedure to estimate
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4664cb741a871c70915291bfa8745a70
https://www.mdpi.com/2076-3417/11/18/8611
https://www.mdpi.com/2076-3417/11/18/8611
Publikováno v:
Nuclear Engineering and Design. 381:111334
Seismic Analysis of Safety-Related Nuclear Structures (ASCE 4-16) offers a two-step nonlinear soil-structure interaction analysis procedure for seismically base-isolated structures based on the seismic isolation design response spectrum. The two step
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2048cd1275ddd471781c0cdf2ce0fd18
https://doi.org/10.1016/j.nucengdes.2021.111334
https://doi.org/10.1016/j.nucengdes.2021.111334
Publikováno v:
Journal of Earthquake Engineering. 22:520-532
Sensitivity analysis is performed to evaluate the influence of the radius of central soil column, r0, on the dynamic response of the foundation in the POINT module of the SASSI program. To that goal, three different examples of foundation, which are
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8526fb20b998d2241d0ab0d36712c610
https://doi.org/10.1080/13632469.2016.1264321
https://doi.org/10.1080/13632469.2016.1264321
Publikováno v:
Journal of the Computational Structural Engineering Institute of Korea. 29:499-512
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::94e703f1b14723ba5bc5f9fd931ed9bf
https://doi.org/10.7734/coseik.2016.29.6.499
https://doi.org/10.7734/coseik.2016.29.6.499
Publikováno v:
Journal of the Earthquake Engineering Society of Korea. 20:379-389
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aecdadd4ee7d01cefba8736a09619a54
https://doi.org/10.5000/eesk.2016.20.6.379
https://doi.org/10.5000/eesk.2016.20.6.379
Publikováno v:
Journal of the Computational Structural Engineering Institute of Korea. 29:377-388
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cd1d6f69b35b63a1a365a6df6110f368
https://doi.org/10.7734/coseik.2016.29.5.377
https://doi.org/10.7734/coseik.2016.29.5.377
Boundary reaction method for nonlinear analysis of soil–structure interaction under earthquake loads
Publikováno v:
Soil Dynamics and Earthquake Engineering. 89:85-90
This paper presents a boundary reaction method (BRM) for nonlinear time domain analysis of soil–structure interaction (SSI) under incident seismic waves. The BRM is a hybrid frequency–time domain method, but it removes global iterations between f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::df568663640cdf662ef78fd91da52142
https://doi.org/10.1016/j.soildyn.2016.07.020
https://doi.org/10.1016/j.soildyn.2016.07.020
Publikováno v:
Microsystem Technologies. 23:421-427
In this paper, a grooved mushroom structured surface, with superoleophobicity and anisotropic flow of hexadecane with a low surface tension is reported. The grooved mushroom structure was fabricated using a simple and cost-effective wet etching proce
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c6a91913b63afd27b8ed678b2bd324c2
https://doi.org/10.1007/s00542-016-2945-9
https://doi.org/10.1007/s00542-016-2945-9
Publikováno v:
Journal of the Earthquake Engineering Society of Korea. 19:37-43
This paper presents a detailed procedure for a nonlinear soil-structure interaction of a seismically isolated NPP(Nuclear Power Plant) structure using the boundary reaction method (BRM). The BRM offers a two-step method as follows: (1) the calculatio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::31999e4d907a47d3fa657c986bbc4589
https://doi.org/10.5000/eesk.2015.19.1.037
https://doi.org/10.5000/eesk.2015.19.1.037