| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Advanced scalar intensity measures for collapse capacity prediction of steel moment resisting frames with fluid viscous dampers
|
Jamshidiha, H.R.
|
|
|
109 |
C |
p. 102-118
|
artikel
|
| 2 |
Analysis of non-uniform piles driven into cohesive soils
|
Sormeie, Amin
|
|
|
109 |
C |
p. 282-285
|
artikel
|
| 3 |
An efficient PDE-constrained stochastic inverse algorithm for probabilistic geotechnical site characterization using geophysical measurements
|
Parida, Siddharth S.
|
|
|
109 |
C |
p. 132-149
|
artikel
|
| 4 |
Base-isolation systems for the seismic retrofitting of r.c. framed buildings with soft-storey subjected to near-fault earthquakes
|
Mazza, Fabio
|
|
|
109 |
C |
p. 209-221
|
artikel
|
| 5 |
Consistent damage model and performance-based assessment of structural members of different materials
|
Huang, Wei
|
|
|
109 |
C |
p. 266-272
|
artikel
|
| 6 |
Deeper Vs profile constraining the dispersion curve with the ellipticity curve: A case study in Lower Tagus Valley, Portugal
|
Gouveia, Fátima
|
|
|
109 |
C |
p. 188-198
|
artikel
|
| 7 |
Dynamic centrifuge tests on effects of isolation layer and cross-section dimensions on shield tunnels
|
Chen, Zhiyi
|
|
|
109 |
C |
p. 173-187
|
artikel
|
| 8 |
Dynamic response of a finite beam resting on a Winkler foundation to a load moving on its surface with variable speed
|
Beskou, Niki D.
|
|
|
109 |
C |
p. 222-226
|
artikel
|
| 9 |
Dynamic response of an infinite beam resting on a Winkler foundation to a load moving on its surface with variable speed
|
Muho, Edmond V.
|
|
|
109 |
C |
p. 150-153
|
artikel
|
| 10 |
Editorial Board
|
|
|
|
109 |
C |
p. ii
|
artikel
|
| 11 |
Effect of long-duration earthquakes on the low-cycle fatigue damage in RC frame buildings
|
Mantawy, A.
|
|
|
109 |
C |
p. 46-57
|
artikel
|
| 12 |
Effects of bond-slip and masonry infills interaction on seismic performance of older R/C frame structures
|
Mohammad, Aslam Faqeer
|
|
|
109 |
C |
p. 251-265
|
artikel
|
| 13 |
Excess pore pressure generation in sand under non-uniform cyclic strain triaxial testing
|
Du, Saizhao
|
|
|
109 |
C |
p. 119-131
|
artikel
|
| 14 |
Experimental and numerical dynamic identification of a historic masonry bell tower accounting for different types of interaction
|
de Silva, Filomena
|
|
|
109 |
C |
p. 235-250
|
artikel
|
| 15 |
Experimental study on relative displacement responses of bridge frames subjected to spatially varying ground motion and its mitigation using superelastic SMA restrainers
|
Shrestha, Bipin
|
|
|
109 |
C |
p. 76-88
|
artikel
|
| 16 |
Ground motion prediction equations for distant subduction interface earthquakes based on empirical data in the Malay Peninsula and Japan
|
Vaez Shoushtari, Abdollah
|
|
|
109 |
C |
p. 339-353
|
artikel
|
| 17 |
Method of accurate-fast magnitude estimation for earthquake early warning -----Trial and application for the 2008 Wenchuan earthquake
|
Wang, Zijun
|
|
|
109 |
C |
p. 227-234
|
artikel
|
| 18 |
Nonlinear dynamic response of concrete gravity dams considering the deconvolution process
|
Khazaei Poul, Masoud
|
|
|
109 |
C |
p. 324-338
|
artikel
|
| 19 |
Nonstationary seismic response analysis of long-span structures by frequency domain method considering wave passage effect
|
Zhao, Yan
|
|
|
109 |
C |
p. 1-9
|
artikel
|
| 20 |
Performance of X-shaped and circular pile-improved ground subject to liquefaction-induced lateral spreading
|
Li, Wenwen
|
|
|
109 |
C |
p. 273-281
|
artikel
|
| 21 |
Pile-grid foundations of onshore wind turbines considering soil-structure-interaction under seismic loading
|
Michel, Philipp
|
|
|
109 |
C |
p. 299-311
|
artikel
|
| 22 |
Quantification of model uncertainty and variability in Newmark displacement analysis
|
Du, Wenqi
|
|
|
109 |
C |
p. 286-298
|
artikel
|
| 23 |
Reduction factors to evaluate acceleration demand of soil-foundation-structure systems
|
Karatzetzou, Anna
|
|
|
109 |
C |
p. 199-208
|
artikel
|
| 24 |
Seismic bearing capacity of non-uniform soil slopes using discretization-based kinematic analysis considering Rayleigh waves
|
Qin, Changbing
|
|
|
109 |
C |
p. 23-32
|
artikel
|
| 25 |
Seismic fragility of arch dams based on damage analysis
|
Wang, Jin-Ting
|
|
|
109 |
C |
p. 58-68
|
artikel
|
| 26 |
Seismic hazard assessment at micro level in Gandhinagar (the capital of Gujarat, India) considering soil effects
|
Mohan, Kapil
|
|
|
109 |
C |
p. 354-370
|
artikel
|
| 27 |
Seismic performance assessment of monopile-supported offshore wind turbines using unscaled natural earthquake records
|
De Risi, Raffaele
|
|
|
109 |
C |
p. 154-172
|
artikel
|
| 28 |
Seismic response of buried reservoir structures: a comparison of numerical simulations with centrifuge experiments
|
Esmaeilzadeh Seylabi, E.
|
|
|
109 |
C |
p. 89-101
|
artikel
|
| 29 |
Seismic uplift capacity of shallow strip anchors: A new pseudo-dynamic upper bound limit analysis
|
Ganesh, R.
|
|
|
109 |
C |
p. 69-75
|
artikel
|
| 30 |
Sensitivity analysis and calibration of phenomenological models for seismic analyses
|
Chisari, Corrado
|
|
|
109 |
C |
p. 10-22
|
artikel
|
| 31 |
Site response analysis of an urban area: A multi-dimensional and non-linear approach
|
Falcone, Gaetano
|
|
|
109 |
C |
p. 33-45
|
artikel
|
| 32 |
Soil-buried wave barriers for vibration control of structures subjected to vertically incident shear waves
|
Rezaie, Amir
|
|
|
109 |
C |
p. 312-323
|
artikel
|
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