| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A 2.5D time-frequency domain model for railway induced soil-building vibration due to railway defects
|
Connolly, D.P.
|
|
2019
|
120 |
C |
p. 332-344
|
artikel
|
| 2 |
A fast and practical approximations for fundamental period of historical Ottoman minarets
|
Serhatoğlu, Cavit
|
|
2019
|
120 |
C |
p. 320-331
|
artikel
|
| 3 |
A FE-IBE method for linearized nonlinear soil-tunnel interaction in water-saturated, poroelastic half-space: II. A revisit to two widely used analytical solutions
|
Liang, Jianwen
|
|
2019
|
120 |
C |
p. 468-478
|
artikel
|
| 4 |
A FE-IBE method for linearized nonlinear soil-tunnel interaction in water-saturated, poroelastic half-space: I. Methodology and numerical examples
|
Liang, Jianwen
|
|
2019
|
120 |
C |
p. 454-467
|
artikel
|
| 5 |
An analytical model for calculating vibrations from twin tunnels in a saturated poroelastic half-space
|
Yuan, Zonghao
|
|
2019
|
120 |
C |
p. 23-27
|
artikel
|
| 6 |
An empirical approach for the quantification of uniaxial compressive stress-strain of partially saturated granular media under high strain rates
|
Wang, Shengzhe
|
|
2019
|
120 |
C |
p. 245-256
|
artikel
|
| 7 |
Assessment on required separation length between adjacent bridge segments to avoid pounding
|
Jia, Hong-Yu
|
|
2019
|
120 |
C |
p. 398-407
|
artikel
|
| 8 |
Base seismic isolation of a historical masonry church using fiber reinforced elastomeric isolators
|
Habieb, Ahmad Basshofi
|
|
2019
|
120 |
C |
p. 127-145
|
artikel
|
| 9 |
Compliance and damping of piles for wind tower foundation in non-homogeneous soils by the finite-element boundary-element method
|
Auersch, Lutz
|
|
2019
|
120 |
C |
p. 228-244
|
artikel
|
| 10 |
Component level seismic fragility functions and damage probability matrices for Nepali school buildings
|
Adhikari, Rabindra
|
|
2019
|
120 |
C |
p. 316-319
|
artikel
|
| 11 |
Cyclic undrained behavior and post liquefaction settlement of a nonplastic silt
|
Karakan, Eyyub
|
|
2019
|
120 |
C |
p. 214-227
|
artikel
|
| 12 |
3D dynamic soil-structure interaction in layered, fluid-saturated, poroelastic half-space
|
Han, Bing
|
|
2019
|
120 |
C |
p. 113-126
|
artikel
|
| 13 |
Discussion on “Residual displacement ratios of SDOF systems subjected to ground motions recorded on soft soil sites” by Ji D, Wen W, Zhai C, Katsanos EI [Soil Dyn Earthq Eng 115 (2018) 331–335]
|
Ruiz-García, Jorge
|
|
2019
|
120 |
C |
p. 449-450
|
artikel
|
| 14 |
Dynamic behaviour of ancient freestanding multi-drum and monolithic columns subjected to horizontal and vertical excitations
|
Sarhosis, V.
|
|
2019
|
120 |
C |
p. 39-57
|
artikel
|
| 15 |
Dynamic response of a segmented tunnel in saturated soil using a 2.5-D FE-BE methodology
|
Zhou, Shunhua
|
|
2019
|
120 |
C |
p. 386-397
|
artikel
|
| 16 |
Editorial Board
|
|
|
2019
|
120 |
C |
p. ii
|
artikel
|
| 17 |
Effects of coseismic ground vertical motion on masonry constructions damage during the 2016 Amatrice-Norcia (Central Italy) earthquakes
|
Liberatore, Domenico
|
|
2019
|
120 |
C |
p. 423-435
|
artikel
|
| 18 |
Effects of nominal flexibility ratio and shaft dimensionless parameters on the seismic response characteristics of deep shafts
|
Zhang, Bu
|
|
2019
|
120 |
C |
p. 257-261
|
artikel
|
| 19 |
Evidence of coupled soil-structure interaction and site response in continuous viaducts from ambient vibration tests
|
Gara, Fabrizio
|
|
2019
|
120 |
C |
p. 408-422
|
artikel
|
| 20 |
Experimental study of the prepeak cyclic shear mechanical behaviors of artificial rock joints with multiscale asperities
|
Kou, Miaomiao
|
|
2019
|
120 |
C |
p. 58-74
|
artikel
|
| 21 |
Fractional order optimal intensity measures for probabilistic seismic demand modeling of extended pile-shaft-supported bridges in liquefiable and laterally spreading ground
|
Wang, Xiaowei
|
|
2019
|
120 |
C |
p. 301-315
|
artikel
|
| 22 |
Geotechnical aspects of offshore wind turbine dynamics from 3D non-linear soil-structure simulations
|
Kementzetzidis, Evangelos
|
|
2019
|
120 |
C |
p. 181-199
|
artikel
|
| 23 |
Importance of load frequency in applying cyclic loads to investigate ballast deformation under high-speed train loads
|
Zhang, Xu
|
|
2019
|
120 |
C |
p. 28-38
|
artikel
|
| 24 |
Liquefaction characteristics of recycled concrete aggregates
|
Li, Bo
|
|
2019
|
120 |
C |
p. 85-96
|
artikel
|
| 25 |
Liquefaction induced displacement and rotation of structures with wide basements
|
Hughes, F.E.
|
|
2019
|
120 |
C |
p. 75-84
|
artikel
|
| 26 |
Prediction of the initial point of the last cycle in undrained cyclic triaxial tests on flow liquefaction
|
Ye, Bin
|
|
2019
|
120 |
C |
p. 12-22
|
artikel
|
| 27 |
Random vibration of train-track-ground system with a poroelastic interlayer in the subsoil
|
Li, Yi-Cheng
|
|
2019
|
120 |
C |
p. 1-11
|
artikel
|
| 28 |
Relevance vector machines modeling of nonstationary ground motion coherency
|
Abbas, Habeeb
|
|
2019
|
120 |
C |
p. 262-272
|
artikel
|
| 29 |
Reply to the discusser's comments
|
Ji, Duofa
|
|
2019
|
120 |
C |
p. 451-453
|
artikel
|
| 30 |
Seismic performance and damage analysis of RC frame–core tube building with self-centering braces
|
Xiao, Shuijing
|
|
2019
|
120 |
C |
p. 146-157
|
artikel
|
| 31 |
Shaking table tests on discrepant responses of shaft-tunnel junction in soft soil under transverse excitations
|
Zhang, Jinghua
|
|
2019
|
120 |
C |
p. 345-359
|
artikel
|
| 32 |
Site effect estimation on two Icelandic strong-motion arrays using a Bayesian hierarchical model for the spatial distribution of earthquake peak ground acceleration
|
Rahpeyma, Sahar
|
|
2019
|
120 |
C |
p. 369-385
|
artikel
|
| 33 |
Soil liquefaction mitigation in geotechnical engineering: An overview of recently developed methods
|
Bao, Xiaohua
|
|
2019
|
120 |
C |
p. 273-291
|
artikel
|
| 34 |
Soil-structure interaction analysis using a 1DT-3C wave propagation model
|
Fares, Reine
|
|
2019
|
120 |
C |
p. 200-213
|
artikel
|
| 35 |
Study on dynamic compaction characteristics of gravelly soils with crushing effect
|
Chen, Lu
|
|
2019
|
120 |
C |
p. 158-169
|
artikel
|
| 36 |
Surface wave quantification in a highly heterogeneous alluvial basin: Case study of the Fosso di Vallerano valley, Rome, Italy
|
Meza-Fajardo, Kristel C.
|
|
2019
|
120 |
C |
p. 292-300
|
artikel
|
| 37 |
The importance of non-spectral intensity measures on the risk-based structural responses
|
Kiani, Jalal
|
|
2019
|
120 |
C |
p. 97-112
|
artikel
|
| 38 |
Theoretical modeling of spatially varying ground motions under ice-seawater interface and earthquake analysis of cable-stay bridges
|
Shi, Yi
|
|
2019
|
120 |
C |
p. 170-180
|
artikel
|
| 39 |
Three-dimensional slope dynamic stability reliability assessment based on the probability density evolution method
|
Song, LaiFu
|
|
2019
|
120 |
C |
p. 360-368
|
artikel
|
| 40 |
Undrained cyclic response of silty sands improved by microbial induced calcium carbonate precipitation
|
Zamani, Atefeh
|
|
2019
|
120 |
C |
p. 436-448
|
artikel
|
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