Effect of soil–structure interaction and spatial variability of ground motion on seismic risk assessment of bridges - Seismic Risk Analysis and Management of Civil Infrastructure Systems - page 614

Kappos AJ and Sextos AG (2001) Effect of foundation compliance on the lateral
load response of R/C bridges. Journal of Bridge Engineering 6 (April): 120-130.
Kappos AJ, Potikas P and Sextos AG (2007) Seismic assessment of an overpass
bridge accounting for non-linear material and soil response and varying boundary
conditions. ECCOMAS Thematic Conference on Computational Methods in
Structural Dynamics and Earthquake Engineering, COMPDYN 2007, Rethymnon,
Greece . Available at: http://www.dist.unina.it/proc/2007/Compdyn/PDF/1580.pdf.
Karakostas C, Sextos AG, Lekidis V and Papadopoulos S (2011) investigation of the
dynamic response of the Evripos cable-stayed bridge in Greece, under asynchro-
nous ground motion records. 3rd ECCOMAS Thematic Conference on Computa-
tional Methods in Structural Dynamics and Earthquake Engineering , Corfu.
Katsanos EI, Sextos AG and Manolis GD (2010) Selection of earthquake ground
motion records: A state-of-the-art review from a structural engineering perspec-
tive. Soil Dynamics and Earthquake Engineering 30 (4): 157-169. Available at:
http://linkinghub.elsevier.com/retrieve/pii/S0267726109001602.
Katsanos EI, Sextos AG and Notopoulos T (2011) ISSARS: An integrated systems
for structural analysis and record selections. 3rd ECCOMAS Thematic Con-
ference on Computational Methods in Structural Dynamics and Earthquake
Engineering .
Kotsoglou A and Pantazopoulou S (2007) Bridge-embankment interaction under
transverse ground excitation. Earthquake Engineering and Structural Dynamics
36 : 1719-1740.
Kotsoglou A and Pantazopoulou S (2009) Assessment and modeling of embank-
ment participation in the seismic response of integral abutment bridges. Bulletin
of Earthquake Engineering 7 : 343-361.
Kottke AR and Rathje EM (2008) A semi-automated procedure for selecting and
scaling recorded earthquake motions for dynamic analysis. Earthquake Spectra
24 (4): 911-932.
Kubo T and Penzien J (1979) Analysis of three-dimensional strong ground motions
along principal axes, San Fernando earthquake. Earthquake Engineering &
Stru ctural Dynamics 7 (3): 265-278. Available at: http://onlinelibrary.wiley.com/
doi/10.1002/eqe.4290070306/abstract.
Kulasingam R, Malvick EJ, Boulanger RW and Kutter BL (2004) Strength loss and
localization at silt interlayers in slopes of liquefi ed sand. Journal of Geotechnical
and Geoenvironmental Engineering 130 (11): 1192. Available at: http://link.aip.org/
link/?JGGEFK/130/1192/1.
Kwon O-S and Elnashai AS (2008) Seismic analysis of meloland road overcrossing
using multiplatform simulation software including SSI. Journal of Structural Engi-
neering 134 (4): 651-660. Available at: http://link.aip.org/link/JSENDH/v134/i4/
p651/s1&Agg=doi.
Kwon O-S, Elnashai AS and Spencer B (2008) A framework for distributed analyti-
cal and hybrid simulations. Structural Engineering and Mechanics 30 (3):
331-350.
Lekidis V, Tsakiri M, Makra K, et al. (2005) Evaluation of dynamic response and
local soil effects of the Evripos cable-stayed bridge using multi-sensor monitoring
systems. Engineering Geology 79 (1-2): 43-59. Available at: http://linkinghub.else-
vier.com/retrieve/pii/S0013795205000542.
Liao S and Zerva A (2006) Physically compliant, conditionally simulated spatially
variable seismic ground motions for performance-based design. Earthquake Engi-