nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A comparative evaluation of design provisions for seismically isolated buildings
|
Yenidogan, Cem |
|
2016 |
90 |
C |
p. 265-286 22 p. |
artikel |
2 |
An exact solution for three-dimensional (3D) dynamic response of a cylindrical lined tunnel in saturated soil to an internal blast load
|
Gao, M. |
|
2016 |
90 |
C |
p. 32-37 6 p. |
artikel |
3 |
A note on response of tunnels to incident SH-waves near hillsides
|
Kara, Hasan Faik |
|
2016 |
90 |
C |
p. 138-146 9 p. |
artikel |
4 |
Anti-plane response induced by an irregular alluvial valley using a hybrid method with modified transfinite interpolation
|
Shyu, Wen-Shinn |
|
2016 |
90 |
C |
p. 250-264 15 p. |
artikel |
5 |
A performance-based approach for design of ground densification to mitigate liquefaction
|
Shahir, Hadi |
|
2016 |
90 |
C |
p. 381-394 14 p. |
artikel |
6 |
Artificial earthquake test of gas supply networks
|
Miao, Huiquan |
|
2016 |
90 |
C |
p. 510-520 11 p. |
artikel |
7 |
A study on lateral transient vibration of large diameter piles considering pile-soil interaction
|
Chang, Xin Min |
|
2016 |
90 |
C |
p. 211-220 10 p. |
artikel |
8 |
Clarifying the differences between traditional liquefaction hazard maps and probabilistic liquefaction reference parameter maps
|
Franke, Kevin W. |
|
2016 |
90 |
C |
p. 240-249 10 p. |
artikel |
9 |
3D dynamic finite element analyses and 1g shaking table tests on seismic performance of existing group-pile foundation in partially improved grounds under dry condition
|
Hamayoon, Kheradi |
|
2016 |
90 |
C |
p. 196-210 15 p. |
artikel |
10 |
Design and analysis of retaining wall backfilled with shredded tire and subjected to earthquake shaking
|
Shrestha, S. |
|
2016 |
90 |
C |
p. 227-239 13 p. |
artikel |
11 |
Dynamic inelastic analysis of 3-D flexible pavements under moving vehicles: A unified FEM treatment
|
Beskou, Niki D. |
|
2016 |
90 |
C |
p. 420-431 12 p. |
artikel |
12 |
Earthquake damage estimation of concrete gravity dams using linear analysis and empirical failure criteria
|
Alembagheri, Mohammad |
|
2016 |
90 |
C |
p. 327-339 13 p. |
artikel |
13 |
Earthquake induced liquefaction features in the Karewas of Kashmir Valley North-West Himalayas, India: Implication to paleoseismicity
|
Khan, Rais Ahmad |
|
2016 |
90 |
C |
p. 101-111 11 p. |
artikel |
14 |
Earthquake response of solitary slender freestanding intake towers
|
Alembagheri, Mohammad |
|
2016 |
90 |
C |
p. 1-14 14 p. |
artikel |
15 |
Editorial Board / Aims and Scope
|
|
|
2016 |
90 |
C |
p. IFC- 1 p. |
artikel |
16 |
Effect of numerical soil-foundation-structure modeling on the seismic response of a tall bridge pier via pushover analysis
|
Falamarz-Sheikhabadi, M.R. |
|
2016 |
90 |
C |
p. 52-73 22 p. |
artikel |
17 |
Evaluation of substructuring method for seismic soil-structure interaction analysis of bridges
|
Rahmani, Amin |
|
2016 |
90 |
C |
p. 112-127 16 p. |
artikel |
18 |
Experimental analysis of track-ground vibrations on a stretch of the Portuguese railway network
|
dos Santos, N. Correia |
|
2016 |
90 |
C |
p. 358-380 23 p. |
artikel |
19 |
Fatigue cracking failure criterion for flexible pavements under moving vehicles
|
Beskou, Niki D. |
|
2016 |
90 |
C |
p. 476-479 4 p. |
artikel |
20 |
Field and large scale laboratory studies on dynamic properties of emplaced municipal solid waste from two dump sites at Delhi, India
|
Ramaiah, B.J. |
|
2016 |
90 |
C |
p. 340-357 18 p. |
artikel |
21 |
Liquefaction potential and strain dependent dynamic properties of Kasai River sand
|
Chattaraj, Rana |
|
2016 |
90 |
C |
p. 467-475 9 p. |
artikel |
22 |
Mechanical models for shear behavior in high damping rubber bearings
|
Markou, Athanasios A. |
|
2016 |
90 |
C |
p. 221-226 6 p. |
artikel |
23 |
Mitigation of liquid sloshing in storage tanks by using a hybrid control method
|
Luo, Hao |
|
2016 |
90 |
C |
p. 183-195 13 p. |
artikel |
24 |
Nonlinear seismic analysis of irregular r.c. framed buildings base-isolated with friction pendulum system under near-fault excitations
|
Mazza, Fabio |
|
2016 |
90 |
C |
p. 299-312 14 p. |
artikel |
25 |
Numerical evaluation of the effectiveness of flexible joints in buried pipelines subjected to strike-slip fault rupture
|
Melissianos, Vasileios E. |
|
2016 |
90 |
C |
p. 395-410 16 p. |
artikel |
26 |
Numerical simulation of earthquake-induced liquefactions considering the principal stress rotation
|
Wang, Zhe |
|
2016 |
90 |
C |
p. 432-441 10 p. |
artikel |
27 |
Optimal design of friction pendulum system properties for isolated structures considering different soil conditions
|
Castaldo, P. |
|
2016 |
90 |
C |
p. 74-87 14 p. |
artikel |
28 |
Probabilistic assessment of ground motions intensity considering soil properties uncertainty
|
Hamidpour, Sara |
|
2016 |
90 |
C |
p. 158-168 11 p. |
artikel |
29 |
p-y-ẏ curves for dynamic analysis of offshore wind turbine monopile foundations
|
Bayat, M. |
|
2016 |
90 |
C |
p. 38-51 14 p. |
artikel |
30 |
Relevance of the incidence angle of the seismic waves on the dynamic response of arch dams
|
García, F. |
|
2016 |
90 |
C |
p. 442-453 12 p. |
artikel |
31 |
Response of Marmaray Submerged Tunnel during 2014 Northern Aegean Earthquake (Mw=6.9)
|
Dikmen, S.U. |
|
2016 |
90 |
C |
p. 15-31 17 p. |
artikel |
32 |
Scattering of SH waves by a shallow rectangular cavity in an elastic half space
|
Liu, Qijian |
|
2016 |
90 |
C |
p. 147-157 11 p. |
artikel |
33 |
Seismic response of a continuous foundation structure supported on partially improved foundation soil
|
Zhou, Fangyuan |
|
2016 |
90 |
C |
p. 128-137 10 p. |
artikel |
34 |
Seismic response of retaining walls with cohesive backfill: Centrifuge model studies
|
Candia, Gabriel |
|
2016 |
90 |
C |
p. 411-419 9 p. |
artikel |
35 |
Site conditions and earthquake ground motion – A review
|
Trifunac, Mihailo D. |
|
2016 |
90 |
C |
p. 88-100 13 p. |
artikel |
36 |
Site response analyses using downhole arrays at various seismic hazard levels of Singapore
|
Du, Wenqi |
|
2016 |
90 |
C |
p. 169-182 14 p. |
artikel |
37 |
Soil and structure damping from single station measurements
|
Castellaro, Silvia |
|
2016 |
90 |
C |
p. 480-493 14 p. |
artikel |
38 |
Soil–structure interaction for a SDOF oscillator supported by a flexible foundation embedded in a half-space: Closed-form solution for incident plane SH-waves
|
Liang, Jianwen |
|
2016 |
90 |
C |
p. 287-298 12 p. |
artikel |
39 |
Transient analysis of concrete gravity dam-reservoir systems by Wavenumber-TD approach
|
Lotfi, Vahid |
|
2016 |
90 |
C |
p. 313-326 14 p. |
artikel |
40 |
Transmitting boundary for transient analysis of wave propagation in layered media formulated based on acceleration unit-impulse response
|
Lin, Gao |
|
2016 |
90 |
C |
p. 494-509 16 p. |
artikel |
41 |
Two-dimensional translation, rocking, and waves in a building during soil-structure interaction excited by a plane earthquake P-wave pulse
|
Gičev, Vlado |
|
2016 |
90 |
C |
p. 454-466 13 p. |
artikel |