| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A coupled FEM-SBFEM approach for soil-structure-interaction analysis using non-matching meshes at the near-field far-field interface
|
Schauer, Marco
|
|
2019
|
121 |
C |
p. 466-479
|
artikel
|
| 2 |
A point-estimate based method for soil amplification estimation using high resolution model under uncertainty of stratum boundary geometry
|
Iiyama, Kahori
|
|
2019
|
121 |
C |
p. 480-490
|
artikel
|
| 3 |
A semi-analytical method for vibrations of a layered transversely isotropic ground-track system due to moving train loads
|
BA, Zhenning
|
|
2019
|
121 |
C |
p. 25-39
|
artikel
|
| 4 |
Author's reply to Discussion on “Seismic instability of free-standing statues atop multispondyle columns: A heuristic very stable system of ancient technology” by A.N. Kounadis [Soil Dyn Earthq Eng 119 (2019) 253–264]
|
Kounadis, A.N.
|
|
2019
|
121 |
C |
p. 461
|
artikel
|
| 5 |
Comparative studies of vibration control effects between structures with particle dampers and tuned liquid dampers using substructure shake table testing methods
|
Fu, Bo
|
|
2019
|
121 |
C |
p. 421-435
|
artikel
|
| 6 |
Correlation of earthquake intensity measures and spectral displacement demands in building type structures
|
Palanci, Mehmet
|
|
2019
|
121 |
C |
p. 306-326
|
artikel
|
| 7 |
Damming process and characteristics of landslide-debris avalanches
|
Zhou, Yuanyuan
|
|
2019
|
121 |
C |
p. 252-261
|
artikel
|
| 8 |
Design of wave barriers for mitigation of train–induced vibrations using a coupled genetic-algorithm/finite-element methodology
|
Yarmohammadi, F.
|
|
2019
|
121 |
C |
p. 262-275
|
artikel
|
| 9 |
Discussion on “Double wedge model for computing seismic sliding displacements of cantilever retaining walls” by P.R. Jadhav and A. Prashant, [Soil Dyn Earthquake Eng 116 (2019) 570–579]
|
Conti, Riccardo
|
|
2019
|
121 |
C |
p. 462-463
|
artikel
|
| 10 |
Discussion on “Seismic instability of free-standing statues atop multispondyle columns: A heuristic very stable system of ancient technology”, by A.N. Kounadiis [Soil Dyn Earthq Eng 119 (2019) 253–264]
|
Sophianopoulos, D.S.
|
|
2019
|
121 |
C |
p. 460
|
artikel
|
| 11 |
Dynamic response of a defect pile in layered soil subjected to longitudinal vibration in parallel seismic integrity testing
|
Wu, Juntao
|
|
2019
|
121 |
C |
p. 168-178
|
artikel
|
| 12 |
Dynamic responses of shallow buried composite cylindrical lining embedded in saturated soil under incident P wave based on nonlocal-Biot theory
|
Ding, H.B.
|
|
2019
|
121 |
C |
p. 40-56
|
artikel
|
| 13 |
Editorial Board
|
|
|
2019
|
121 |
C |
p. ii
|
artikel
|
| 14 |
Effects of choice of soil constitutive model on seismic performance of moment-resisting frames experiencing foundation rocking subjected to near-field earthquakes
|
Yeganeh, Navid
|
|
2019
|
121 |
C |
p. 442-459
|
artikel
|
| 15 |
Energy-Based Newmark Method for earthquake-induced slope displacements
|
Kokusho, Takaji
|
|
2019
|
121 |
C |
p. 121-134
|
artikel
|
| 16 |
Evaluation of the Coefficient Method for estimation of maximum roof displacement demand of existing buildings subjected to near-fault ground motions
|
Yaghmaei-Sabegh, Saman
|
|
2019
|
121 |
C |
p. 276-280
|
artikel
|
| 17 |
Experimental and numerical assessment of the seismic response of steel structures with clutched inerters
|
Málaga-Chuquitaype, C.
|
|
2019
|
121 |
C |
p. 200-211
|
artikel
|
| 18 |
Field evaluation of subgrade soils under dynamic loads using orthogonal earth pressure transducers
|
Lin, Peiyuan
|
|
2019
|
121 |
C |
p. 12-24
|
artikel
|
| 19 |
Fragility analysis of R.C. seismically-isolated structures with residual mechanical properties after fire exposure
|
Mazza, Fabio
|
|
2019
|
121 |
C |
p. 383-398
|
artikel
|
| 20 |
Fundamental modal properties of simply supported railway bridges considering soil-structure interaction effects
|
Zangeneh, Abbas
|
|
2019
|
121 |
C |
p. 212-218
|
artikel
|
| 21 |
Impact of damping modeling on the seismic response of base-isolated liquid storage tanks
|
Tsipianitis, Alexandros
|
|
2019
|
121 |
C |
p. 281-292
|
artikel
|
| 22 |
Influence of earthquake ground motion modelling on the dynamic responses of offshore wind turbines
|
Zuo, Haoran
|
|
2019
|
121 |
C |
p. 151-167
|
artikel
|
| 23 |
Input energy spectra for self-centering SDOF systems
|
Zhou, Ying
|
|
2019
|
121 |
C |
p. 293-305
|
artikel
|
| 24 |
Joint analysis of Rayleigh-wave dispersion curves and diffuse-field HVSR for site characterization: The case of El Ejido town (SE Spain)
|
García-Jerez, Antonio
|
|
2019
|
121 |
C |
p. 102-120
|
artikel
|
| 25 |
Long-term permanent deformation behaviour of recycled concrete aggregate with addition of crumb rubber in base and sub-base applications
|
Saberian, Mohammad
|
|
2019
|
121 |
C |
p. 436-441
|
artikel
|
| 26 |
Periodic pile barriers for Rayleigh wave isolation in a poroelastic half-space
|
Pu, Xingbo
|
|
2019
|
121 |
C |
p. 75-86
|
artikel
|
| 27 |
Reply of authors to: Discussion on “Double wedge model for computing seismic sliding displacements of cantilever retaining walls” by R. Conti and N.Cusano
|
Jadhav, Prajakta R.
|
|
2019
|
121 |
C |
p. 464-465
|
artikel
|
| 28 |
Residual displacement ratios of structures under mainshock-aftershock sequences
|
Amiri, Saeed
|
|
2019
|
121 |
C |
p. 179-193
|
artikel
|
| 29 |
Response of full-height frame integral abutments subjected to seismic motions
|
Xu, Ming
|
|
2019
|
121 |
C |
p. 356-368
|
artikel
|
| 30 |
Seismic isolation of surface foundations exploiting the properties of natural liquefiable soil
|
Karatzia, Xenia
|
|
2019
|
121 |
C |
p. 233-251
|
artikel
|
| 31 |
Seismic pounding between adjacent buildings: Identification of parameters, soil interaction issues and mitigation measures
|
Miari, Mahmoud
|
|
2019
|
121 |
C |
p. 135-150
|
artikel
|
| 32 |
Similitude theory for scaled friction pendulum bearings for shaking table experiments
|
Ren, Xiangxiang
|
|
2019
|
121 |
C |
p. 399-404
|
artikel
|
| 33 |
Simple formulas for estimating a lumped parameter model to reproduce impedances of end-bearing pile foundations
|
Morici, Michele
|
|
2019
|
121 |
C |
p. 341-355
|
artikel
|
| 34 |
Simplified approach for building inventory and seismic damage assessment at the territorial scale: An application for a town in southern Italy
|
Polese, Maria
|
|
2019
|
121 |
C |
p. 405-420
|
artikel
|
| 35 |
Simplified equivalent static methods for seismic analysis of shallow buried rectangular underground structures
|
Xu, Zigang
|
|
2019
|
121 |
C |
p. 1-11
|
artikel
|
| 36 |
Simplified force-based seismic design procedure for linked column frame system
|
Shoeibi, Shahrokh
|
|
2019
|
121 |
C |
p. 87-101
|
artikel
|
| 37 |
Simplified simulation of the installation of vibro-piles in water saturated soil
|
Grandas-Tavera, C.E.
|
|
2019
|
121 |
C |
p. 491-498
|
artikel
|
| 38 |
Site effects in Mexico City basin: Past and present
|
Mayoral, J.M.
|
|
2019
|
121 |
C |
p. 369-382
|
artikel
|
| 39 |
Three-dimensional limit analysis of slopes reinforced with piles in soils exhibiting heterogeneity and anisotropy in cohesion
|
Rao, Pingping
|
|
2019
|
121 |
C |
p. 194-199
|
artikel
|
| 40 |
Transverse response of pile group foundations supporting a long-span cable-stayed bridge under uniform and nonuniform excitation
|
Liang, Fayun
|
|
2019
|
121 |
C |
p. 57-74
|
artikel
|
| 41 |
Using laser displacement transducer scanning technique in centrifuge modeling of reverse fault–foundation interaction
|
Yao, Chaofan
|
|
2019
|
121 |
C |
p. 219-232
|
artikel
|
| 42 |
Wavelet-based generation of accelerogram-consistent, spectrum-compatible motions: New algorithms and short-period overestimation
|
Mukhopadhyay, Suparno
|
|
2019
|
121 |
C |
p. 327-340
|
artikel
|
Tijdschrift beschrijving