Assessment of predictions of the response of the Hualien containment model during forced vibration tests-Reference-Cited by-同舟云学术

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Assessment of predictions of the response of the Hualien containment model during forced vibration tests

Published:2004-12 Issue:12 Volume:24 Page:1013-1035
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Enrique Luco J.,de Barros Francisco C.P.

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference24 articles.

1. The Hualien large-scale seismic test for soil–structure interaction research;Tang;Trans 11th Int Conf Struct Mech Reactor Technol,1991

2. Large-scale seismic test program at Hualien, Taiwan;Graves;Nucl Engng Design,1993

3. Tokyo Electric Power Company. Status report of the forced vibration tests (before backfill and after backfill). Hualien LSST Project; 1993. 62 p.

4. Morisita H, et al. Forced vibration test of Hualien large scale SSI model. 12-SMIRT, K02/1, Stuttgart, Germany; 1993.

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1. Toward an integrated seismic risk assessment for nuclear safety improving current French methodologies through the SINAPS@ research project;Nuclear Engineering and Design;2017-11

2. Time and frequency domain analyses of the Hualien Large-Scale Seismic Test;Nuclear Engineering and Design;2015-12

3. Dynamics of structures coupled with elastic media—A review of numerical models and methods;Journal of Sound and Vibration;2013-05

4. Calculation methods of Structure–Soil–Structure Interaction (3SI) for embedded buildings: Application to NUPEC tests;Soil Dynamics and Earthquake Engineering;2012-01

5. Determination of Soil-Structure Interaction Effects for a Model Test Structure Using Parametric System Identification Procedures;Geotechnical Earthquake Engineering and Soil Dynamics IV;2008-05-14

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