Effects of near-fault and far-fault ground motions on nonlinear dynamic response and seismic damage of concrete gravity dams

S Zhang, G Wang - Soil Dynamics and Earthquake Engineering, 2013 - Elsevier
As the forward directivity and fling effect characteristics of the near-fault ground motions,
seismic response of structures in the near field of a rupturing fault can be significantly …

A study of displacement-based fluid finite elements for calculating frequencies of fluid and fluid-structure systems

LG Olson, KJ Bathe - Nuclear Engineering and Design, 1983 - Elsevier
The widely-used displacement-based finite element formulation for inviscid, compressible,
small displacement fluid motions is examined, with the specific objective of calculating fluid …

[HTML][HTML] Non-linear seismic response of concrete gravity dams to near-fault ground motions including dam-water-sediment-foundation interaction

M Akköse, E Şimşek - Applied Mathematical Modelling, 2010 - Elsevier
This study focuses on non-linear seismic response of a concrete gravity dam subjected to
near-fault and far-fault ground motions including dam-water-sediment-foundation rock …

XFEM based seismic potential failure mode analysis of concrete gravity dam–water–foundation systems through incremental dynamic analysis

G Wang, Y Wang, W Lu, C Zhou, M Chen, P Yan - Engineering Structures, 2015 - Elsevier
As revealed by the structural damage of concrete dams (eg Hsinfengkiang, Koyna, Sefid-
Rud) arising in recent earthquakes, cracking damage would probably occur inside concrete …

Comparison of near-and far-fault ground motion effect on the nonlinear response of dam–reservoir–foundation systems

A Bayraktar, AC Altunişik, B Sevim, ME Kartal… - Nonlinear …, 2009 - Springer
In this paper, it is aimed to compare the near-and far-fault ground motion effects on the
nonlinear dynamic response of dams including dam–reservoir–foundation interaction. Two …

The effect of reservoir length on seismic performance of gravity dams to near-and far-fault ground motions

A Bayraktar, T Türker, M Akköse, Ş Ateş - Natural hazards, 2010 - Springer
In this article, the effect of reservoir length on seismic performance of gravity dams to near-
and far-fault ground motions is investigated. For this purpose, four finite element models of …

Earthquake analysis of gravity dam-reservoir systems using the Eulerian and Lagrangian approaches

Y Calayir, AA Dumanoğlu, A Bayraktar - Computers & structures, 1996 - Elsevier
In this study, the two-dimensional earthquake analysis of a gravity dam-reservoir system
using both the Eulerian and Lagrangian approaches is performed. To this aim, the effects of …

[HTML][HTML] Elasto-plastic earthquake response of arch dams including fluid–structure interaction by the Lagrangian approach

M Akköse, S Adanur, A Bayraktar… - Applied Mathematical …, 2008 - Elsevier
Elasto-plastic earthquake response of arch dams including fluid–structure interaction by the
Lagrangian approach is mainly investigated in this study. To this aim, three-dimensional …

Earthquake behavior of Berke arch dam using ambient vibration test results

B Sevim, AC Altunişik, A Bayraktar - Journal of Performance of …, 2012 - ascelibrary.org
Abstract The Berke Arch Dam is the highest arch dam constructed in Turkey. The dam height
is 201 m, and the crest length is 270 m. This paper describes the Berke Arch Dam, its finite …

Reservoir water level effects on nonlinear dynamic response of arch dams

M Akkose, A Bayraktar, AA Dumanoglu - Journal of Fluids and Structures, 2008 - Elsevier
In this study, reservoir water level effects on nonlinear dynamic response of arch dams are
investigated. For this purpose, the nonlinear behaviour of the dam concrete is idealized as …