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                             75 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 A comparative study of the different procedures for seismic cracking analysis of concrete dams Pan, Jianwen
2011
11 p. 1594-1606
13 p.
artikel
2 A continuum damage concrete model for earthquake analysis of concrete gravity dam–reservoir systems Calayir, Yusuf
2005
11 p. 857-869
13 p.
artikel
3 A GIS-based earthquake damage assessment and settlement methodology Hashemi, Mahdi
2011
11 p. 1607-1617
11 p.
artikel
4 A macroseismic intensity prediction equation for intermediate depth earthquakes in the Vrancea region, Romania Sørensen, Mathilde B.
2010
11 p. 1268-1278
11 p.
artikel
5 Ambient vibration based seismic evaluation of isolated Gülburnu highway bridge Altunişik, Ahmet Can
2011
11 p. 1496-1510
15 p.
artikel
6 Analysis of parameters of ground vibration produced from bench blasting at a limestone quarry Kahriman, Ali
2004
11 p. 887-892
6 p.
artikel
7 An analytical method for strength verification of buried steel pipelines at normal fault crossings Karamitros, D.K.
2011
11 p. 1452-1464
13 p.
artikel
8 An earthquake scenario for the microzonation of Sofia and the vulnerability of structures designed by use of the Eurocodes Ivanka, Paskaleva
2007
11 p. 1028-1041
14 p.
artikel
9 An evolutionary stochastic ground-motion model defined by a seismological scenario and local site conditions Sgobba, S.
2011
11 p. 1465-1479
15 p.
artikel
10 A new approach to liquefaction hazard zonation: Application to Laoag City, Northern Philippines Beroya, M.A.A.
2010
11 p. 1338-1351
14 p.
artikel
11 A note on publication and citation rates of female academics in earthquake engineering Trifunac, Mihailo D.
2006
11 p. 1063-1075
13 p.
artikel
12 Anti-plane foundationless soil–structure interaction Lee, Vincent W.
2010
11 p. 1329-1337
9 p.
artikel
13 A semi-analytical approach to a nonlinear stress–strain analysis of buried steel pipelines crossing active faults Trifonov, Oleg V.
2010
11 p. 1298-1308
11 p.
artikel
14 A semi-analytical artificial boundary for time-dependent elastic wave propagation in two-dimensional homogeneous half space Liu, Tianyun
2010
11 p. 1352-1360
9 p.
artikel
15 A simplified method to determine seismic responses of reinforced concrete moment resisting building frames under influence of soil–structure interaction Tabatabaiefar, Hamid Reza
2010
11 p. 1259-1267
9 p.
artikel
16 Assessment of soil liquefaction incorporating earthquake characteristics Liyanapathirana, D.S.
2004
11 p. 867-875
9 p.
artikel
17 A study of response spectra for different geological conditions in Gujarat, India Chopra, Sumer
2011
11 p. 1551-1564
14 p.
artikel
18 Behavior of ground vibrations induced by trains moving on embankments with rail roughness Ju, S.H.
2010
11 p. 1237-1249
13 p.
artikel
19 Boundary integral formulation and two-dimensional fundamental solutions for dynamic behavior analysis of unsaturated soils Maghoul, Pooneh
2011
11 p. 1480-1495
16 p.
artikel
20 Calendar of Events 2011
11 p. I-
1 p.
artikel
21 Capacity evaluation of statnamic tested long piles Lin, San-Shyan
2004
11 p. 829-838
10 p.
artikel
22 Characterization of forward-directivity ground motions in the near-fault region Bray, Jonathan D.
2004
11 p. 815-828
14 p.
artikel
23 Correction of highly noisy strong motion records using a modified wavelet de-noising method Ansari, Anooshiravan
2010
11 p. 1168-1181
14 p.
artikel
24 Data generation for shear modulus and damping ratio in reinforced sands using adaptive neuro-fuzzy inference system Akbulut, Suat
2004
11 p. 805-814
10 p.
artikel
25 3D configuration of Mygdonian basin and preliminary estimate of its site response Raptakis, D.G.
2005
11 p. 871-887
17 p.
artikel
26 Design energy input spectra for moderate-to-high seismicity regions based on Colombian earthquakes Benavent-Climent, A.
2010
11 p. 1129-1148
20 p.
artikel
27 Diffraction of seismic waves in an elastic, cracked halfplane using a boundary integral formulation Rodríguez-Castellanos, A.
2005
11 p. 827-837
11 p.
artikel
28 Discussion of the paper ‘An empirical attenuation relationship for Northwestern Turkey ground motion using a random effects approach’ Gülkan, Polat
2005
11 p. 889-891
3 p.
artikel
29 3D soil structure of the Mygdonian basin for site response analysis Manakou, M.V.
2010
11 p. 1198-1211
14 p.
artikel
30 Editorial Board / Aims and Scope 2006
11 p. CO2-
1 p.
artikel
31 Editorial Board / Aims and Scope 2007
11 p. IFC-
1 p.
artikel
32 Editorial Board / Aims and Scope 2010
11 p. IFC-
1 p.
artikel
33 Editorial Board / Aims and Scope 2005
11 p. CO2-
1 p.
artikel
34 Editorial Board / Aims and Scope 2004
11 p. IFC-
1 p.
artikel
35 Editorial Board / Aims and Scope 2011
11 p. IFC-
1 p.
artikel
36 Effects of local site and building parameters on damage distribution in Angra do Heroísmo—Azores Teves-Costa, Paula
2007
11 p. 986-999
14 p.
artikel
37 Energy flow in shallow depth based on vertical array records during recent strong earthquakes Kokusho, Takaji
2011
11 p. 1540-1550
11 p.
artikel
38 Estimation of sedimentary layer shear wave velocity using micro-tremor H/V ratio measurements for Bangalore city Dinesh, B.V.
2010
11 p. 1377-1382
6 p.
artikel
39 Evaluation of force components acting on gravity type quay walls during earthquakes Kim, Sung-Ryul
2004
11 p. 853-866
14 p.
artikel
40 Evaluation of pseudostatic active earth pressure coefficient of cantilever retaining walls Evangelista, Aldo
2010
11 p. 1119-1128
10 p.
artikel
41 Evidence for fault-related directionality and localized site effects from strong motion recordings of the 2003 Boumerdes (Algeria) earthquake: Consequences on damage distribution and the Algerian seismic code Laouami, Nasser
2006
11 p. 991-1003
13 p.
artikel
42 Experimental synthesis of seismic horizontal free-field motion of soil in finite-domain simulations with absorbing boundary Pak, Ronald Y.S.
2011
11 p. 1529-1539
11 p.
artikel
43 Finite element analysis of buried steel pipelines under strike-slip fault displacements Vazouras, Polynikis
2010
11 p. 1361-1376
16 p.
artikel
44 Fragility curves for expressway embankments based on damage datasets after recent earthquakes in Japan Maruyama, Yoshihisa
2010
11 p. 1158-1167
10 p.
artikel
45 Fully coupled numerical analysis of repeated shake-consolidation process of earth embankment on liquefiable foundation Xia, Zhi-Fan
2010
11 p. 1309-1318
10 p.
artikel
46 Influence of a cyclic and dynamic loading history on dynamic properties of dry sand, part II: cyclic axial preloading Wichtmann, T.
2004
11 p. 789-803
15 p.
artikel
47 Interstory drift ratio of building structures subjected to near-fault ground motions based on generalized drift spectral analysis Yang, Dixiong
2010
11 p. 1182-1197
16 p.
artikel
48 Liquefaction-induced large displacement of pile-supported wharf Takahashi, A.
2005
11 p. 811-825
15 p.
artikel
49 Liquefaction of soil in the Tokyo Bay area from the 2011 Tohoku (Japan) earthquake Bhattacharya, S.
2011
11 p. 1618-1628
11 p.
artikel
50 Local and global shape functions in a boundary element formulation for the calculation of traffic induced vibrations François, S.
2005
11 p. 839-856
18 p.
artikel
51 Micro-scale modeling of saturated sandy soil behavior subjected to cyclic loading Ravichandran, Nadarajah
2010
11 p. 1212-1225
14 p.
artikel
52 Multi-station analysis of surface wave dispersion Lin, Chih-Ping
2004
11 p. 877-886
10 p.
artikel
53 Near-surface attenuation modelling based on rock shear-wave velocity profile Chandler, A.M.
2006
11 p. 1004-1014
11 p.
artikel
54 Non-linear site response simulations in Chang-Hwa region during the 1999 Chi–Chi earthquake, Taiwan Bernardie, S.
2006
11 p. 1038-1048
11 p.
artikel
55 Non-stationary random vibrations of a shear beam under high frequency seismic effects Zembaty, Zbigniew
2007
11 p. 1000-1011
12 p.
artikel
56 On citation rates in earthquake engineering Trifunac, M.D.
2006
11 p. 1049-1062
14 p.
artikel
57 On using surface-source downhole-receiver logging to determine seismic slownesses Boore, David M.
2007
11 p. 971-985
15 p.
artikel
58 Predicting blast-induced ground vibration using various types of neural networks Monjezi, M.
2010
11 p. 1233-1236
4 p.
artikel
59 Pseudo-dynamic active force and pressure behind battered retaining wall supporting inclined backfill Ghosh, Sima
2010
11 p. 1226-1232
7 p.
artikel
60 Seismic behaviors of earth-core and concrete-faced rock-fill dams by dynamic centrifuge tests Kim, Mu-Kwang
2011
11 p. 1579-1593
15 p.
artikel
61 Seismic displacement analysis of embankment dams with reinforced cohesive shell Noorzad, Reza
2010
11 p. 1149-1157
9 p.
artikel
62 Seismic failure probability of concrete slab on CFR dams with welded and friction contacts by response surface method Kartal, Murat Emre
2010
11 p. 1383-1399
17 p.
artikel
63 Seismic microzonation and earthquake damage scenarios for urban areas Ansal, Atilla
2010
11 p. 1319-1328
10 p.
artikel
64 Seismic response of base-isolated liquid storage tanks considering fluid–structure–soil interaction in time domain Cho, Kyung Hwan
2004
11 p. 839-852
14 p.
artikel
65 Seismic response of earth dam with varying depth of liquefiable foundation layer Sharp, M.K.
2006
11 p. 1028-1037
10 p.
artikel
66 Seismic retrofitting with buckling restrained braces: Application to an existing non-ductile RC framed building Di Sarno, L.
2010
11 p. 1279-1297
19 p.
artikel
67 Seismic wave characterization using complex trace analysis in the stationary wavelet packet domain Galiana-Merino, J.J.
2011
11 p. 1565-1578
14 p.
artikel
68 Sensitivity of the strong ground motion time histories to a finite source model: A case study for the January 12, 2010 Haiti earthquake (M w =7.0) Meral Özel, Nurcan
2011
11 p. 1441-1451
11 p.
artikel
69 Shaking table test of utility tunnel under non-uniform earthquake wave excitation Chen, Jun
2010
11 p. 1400-1416
17 p.
artikel
70 Should average shear-wave velocity in the top 30m of soil be used to describe seismic amplification? Lee, Vincent W.
2010
11 p. 1250-1258
9 p.
artikel
71 Site-dependent design spectra and strength modification factors, based on records from Greece Karakostas, C.Z.
2007
11 p. 1012-1027
16 p.
artikel
72 The 2011 off the Pacific coast of Tohoku earthquake and response of high-rise buildings under long-period ground motions Takewaki, I.
2011
11 p. 1511-1528
18 p.
artikel
73 Three-dimensional analysis of rows of piles as passive barriers for ground vibration isolation Gao, G.Y.
2006
11 p. 1015-1027
13 p.
artikel
74 Undrained cyclic shear response evaluation of sand based on undrained monotonic ring shear tests Trandafir, Aurelian C.
2004
11 p. 781-787
7 p.
artikel
75 Validation of an empirical model for prediction of train-induced ground vibrations With, Christoffer
2006
11 p. 983-990
8 p.
artikel
                             75 gevonden resultaten
 
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