nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A local time-domain transmitting boundary for simulating cylindrical elastic wave propagation in infinite media
|
Du, Xiuli |
|
2010 |
30 |
10 |
p. 937-946 10 p. |
artikel |
2 |
Amplification of linear strain in a layer excited by a shear-wave earthquake pulse
|
Gicev, V. |
|
2010 |
30 |
10 |
p. 1073-1081 9 p. |
artikel |
3 |
Bounding surface plasticity model for the seismic liquefaction analysis of geostructures
|
Andrianopoulos, Konstantinos I. |
|
2010 |
30 |
10 |
p. 895-911 17 p. |
artikel |
4 |
Editorial Board / Aims and Scope
|
|
|
2010 |
30 |
10 |
p. IFC- 1 p. |
artikel |
5 |
Estimation of particle velocity based on blast event measurements at different rock units
|
Mesec, Josip |
|
2010 |
30 |
10 |
p. 1004-1009 6 p. |
artikel |
6 |
Evaluation of equivalent lateral force procedure in estimating seismic isolator displacements
|
Ozdemir, Gokhan |
|
2010 |
30 |
10 |
p. 1036-1042 7 p. |
artikel |
7 |
Linear and nonlinear response of concrete slab on CFR dam during earthquake
|
Bayraktar, Alemdar |
|
2010 |
30 |
10 |
p. 990-1003 14 p. |
artikel |
8 |
Local amplification of deep mining induced vibrations part.2: Simulation of ground motion in a coal basin
|
Semblat, J.F. |
|
2010 |
30 |
10 |
p. 947-957 11 p. |
artikel |
9 |
Mitigation measures for pile groups behind quay walls subjected to lateral flow of liquefied soil: Shake table model tests
|
Motamed, Ramin |
|
2010 |
30 |
10 |
p. 1043-1060 18 p. |
artikel |
10 |
Nonlinear behaviour of RC frames under repeated strong ground motions
|
Hatzigeorgiou, George D. |
|
2010 |
30 |
10 |
p. 1010-1025 16 p. |
artikel |
11 |
On the seismic behavior of cylindrical base-isolated liquid storage tanks excited by long-period ground motions
|
Shekari, M.R. |
|
2010 |
30 |
10 |
p. 968-980 13 p. |
artikel |
12 |
Probabilistic correlation between laboratory and field liquefaction potentials using relative state parameter index (ξ R )
|
Jafarian, Y. |
|
2010 |
30 |
10 |
p. 1061-1072 12 p. |
artikel |
13 |
Regional subsidence of Mexico City and its effects on seismic response
|
Avilés, Javier |
|
2010 |
30 |
10 |
p. 981-989 9 p. |
artikel |
14 |
Seismic performance of bar-mat reinforced-soil retaining wall: Shaking table testing versus numerical analysis with modified kinematic hardening constitutive model
|
Anastasopoulos, I. |
|
2010 |
30 |
10 |
p. 1089-1105 17 p. |
artikel |
15 |
Seismic stability analysis of gravity retaining walls
|
Li, Xinpo |
|
2010 |
30 |
10 |
p. 875-878 4 p. |
artikel |
16 |
Shear wave velocity as function of standard penetration test resistance and vertical effective stress at California bridge sites
|
Brandenberg, Scott J. |
|
2010 |
30 |
10 |
p. 1026-1035 10 p. |
artikel |
17 |
Slab foundation subjected to thrust faulting in dry sand: Parametric analysis and simplified design method
|
Anastasopoulos, I. |
|
2010 |
30 |
10 |
p. 912-924 13 p. |
artikel |
18 |
Three-dimensional simulation of track on poroelastic half-space vibrations due to a moving point load
|
Sun, Honglei |
|
2010 |
30 |
10 |
p. 958-967 10 p. |
artikel |
19 |
Torsional response of a rigid circular foundation on a saturated half-space to SH waves
|
Cai, Yuan-qiang |
|
2010 |
30 |
10 |
p. 1082-1088 7 p. |
artikel |
20 |
Towards a seismic design method for plane steel frames using equivalent modal damping ratios
|
Papagiannopoulos, George A. |
|
2010 |
30 |
10 |
p. 1106-1118 13 p. |
artikel |
21 |
Wave propagation in the elastic half-space due to an interior load and its application to ground vibration problems and buildings on pile foundations
|
Auersch, L. |
|
2010 |
30 |
10 |
p. 925-936 12 p. |
artikel |
22 |
Zero-stress, cylindrical wave functions around a circular underground tunnel in a flat, elastic half-space: Incident P-waves
|
Lin, Chi Hsin |
|
2010 |
30 |
10 |
p. 879-894 16 p. |
artikel |