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Publications tagged with [seismic response]
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<p>This study aims at researching damage mechanism of tunnel portal and front slope caused by seismic excitation, while post-earthquake field investigations and shaking table tests were conducted. Seismic damage mechanism can be drawn from comparison between ...
Filed under:
Tunnel Engineering -
Tunnel Seismic Design
Reference:
EJGE Vol. 20 [2015], Bund. 8
Gaul A. A.
,
Jager S. N. R.
et al.
The Nelson Marlborough Institute of Technology Arts building is the world’s first commercial implementation of a post tensioned Laminated Veneer Lumber (LVL) shear wall system based on EXPAN technology. In order to understand the response of the building in ...
Filed under:
Earthquake Engineering -
Seismic Soil - Structure Interaction
Reference:
NZSEE Annual Technical Conference & AGM, 13-15 April 2012, Christchurch
This paper presents a study of the dynamic analysis of a building before and after devastating earthquakes using system identification. The eight storey reinforced concrete building is instrumented with 10 accelerometers. The time domain N4SID system identification ...
Filed under:
Earthquake Engineering -
Seismic Soil - Structure Interaction
Reference:
NZSEE Annual Technical Conference & AGM, 13-15 April 2012, Christchurch
This paper presents a parametric investigation of the seismic response of circular tunnel. The dynamic response in non-linear conditions due to seismic shaking is analysed numerically making use of the finite element program ICFEP in non-linear conditions. ...
Filed under:
Tunnel Engineering -
Tunnel Seismic Design
Reference:
1st Civil and Environmental Engineering Student Conference 25-26 June 2012, Imperial College London
This research develops a first‐order estimate of the large strain dynamic response of peaty organic soils, with the goal of improving system reliability estimates of the Bay Delta levee network.
Filed under:
Earthquake Engineering -
Ground Response Analysis
Reference:
Geo-Frontiers 2011 Conference Proceedings: Dallas, TX (2011)
Moss R. E. S.
,
Kuo S.
et al.
This research involves shake table testing of 1g scale models that mimic the coupled seismic response of a structure on a shallow mat foundation and the foundation soil (termed soil-foundation-structure-interaction or SFSI).
Filed under:
Earthquake Engineering -
Seismic Soil - Structure Interaction
Reference:
Geo-Frontiers 2011 Conference Proceedings: Dallas, TX (2011).
Elgamal A.
,
Yang Z.
et al.
<p>Cyclic1D is a nonlinear Finite Element program for one-dimensional (1D) lateral dynamic site-response simulations. The program operates in the time domain, allowing for linear (Hughes 1987) and nonlinear studies. Nonlinearity is simulated by incremental ...
Filed under:
Earthquake Engineering -
Ground Response Analysis
Reference:
The present study concerns analysis of the seismic response of earth dams. The behaviour of both the shell and core of the dam is described using the simple and popular non associated Mohr-Coulomb criterion. The use of this constitutive model is justified ...
Filed under:
Dam Engineering -
Dam Numerical Analysis
Reference:
Nat. Hazards Earth Syst. Sci., 9, 451–458, 2009
Kunnath S. K.
,
Erduran E.
et al.
The effects of near-fault vertical accelerations on the overall response of ordinary highway bridges are investigated. Nonlinear simulation models with varying configurations of an existing bridge in California are considered in the analytical study. A comprehensive ...
Filed under:
Earthquake Engineering -
Seismic Soil - Structure Interaction
Reference:
Fourth US-Taiwan Bridge Engineering Workshop Princeton, New Jersey | August 4-6, 2008
Kadid A.
,
Yahiaoui D.
et al.
This paper is concerned with the study of the effect of combined horizontal and vertical accelerations on the seismic response of reinforced concrete structures. To achieve this objective, three reinforced concrete buildings representative of rigid, semi-rigid ...
Filed under:
Earthquake Engineering -
Seismic Soil - Structure Interaction
Reference:
ISET Journal of Earthquake Technology, Paper No. 485, Vol. 44, No. 1, March 2007, pp. 259–284