| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Adaptive numerical method algorithms for nonlinear viscous and bilinear oil damper models subjected to dynamic loading
|
Akcelyan, Sarven
|
|
|
113 |
C |
p. 488-502
|
artikel
|
| 2 |
A high-order doubly asymptotic continued-fraction solution for frequency-domain analysis of vector wave propagation in unbounded domains
|
Chen, Denghong
|
|
|
113 |
C |
p. 230-240
|
artikel
|
| 3 |
An improved defining parameter for long-period ground motions with application of a super-tall building
|
Zhou, Ying
|
|
|
113 |
C |
p. 462-472
|
artikel
|
| 4 |
Anti-symmetric mode excitation and seismic response of base-isolated bridges under asynchronous input motion
|
Papadopoulos, Savvas P.
|
|
|
113 |
C |
p. 148-161
|
artikel
|
| 5 |
Assessment of design parameters influencing seismic collapse performance of buckling-restrained braced frames
|
Zaruma, Santiago
|
|
|
113 |
C |
p. 35-46
|
artikel
|
| 6 |
Assessment of the cyclic strain approach for evaluating liquefaction triggering
|
Rodriguez-Arriaga, E.
|
|
|
113 |
C |
p. 202-214
|
artikel
|
| 7 |
Bridges crossing fault rupture zones: A review
|
Yang, Shuo
|
|
|
113 |
C |
p. 545-571
|
artikel
|
| 8 |
Closed form solution for the first natural frequency of offshore wind turbine jackets supported on multiple foundations incorporating soil-structure interaction
|
Jalbi, Saleh
|
|
|
113 |
C |
p. 593-613
|
artikel
|
| 9 |
Combination of dispersion curves from MASW measurements
|
Olafsdottir, Elin Asta
|
|
|
113 |
C |
p. 473-487
|
artikel
|
| 10 |
Comparing laboratory-based liquefaction resistance of a sand with non-plastic fines with shear wave velocity-based field case histories
|
Oka, Lalita G.
|
|
|
113 |
C |
p. 162-173
|
artikel
|
| 11 |
2D dynamic structure-soil-structure interaction for twin buildings in layered half-space II: Incident SV-waves
|
Liang, Jianwen
|
|
|
113 |
C |
p. 356-390
|
artikel
|
| 12 |
Dynamic response of nanoparticle-water pipes buried in the soil subjected to far-fault earthquake using numerical method
|
Dezhkam, Behzad
|
|
|
113 |
C |
p. 174-179
|
artikel
|
| 13 |
Earthquake-resilient design of base isolated buildings with TMD at basement: Application to a case study
|
De Domenico, Dario
|
|
|
113 |
C |
p. 503-521
|
artikel
|
| 14 |
Editorial Board
|
|
|
|
113 |
C |
p. ii
|
artikel
|
| 15 |
Editorial: Development of LEAP and the planning phase of the US project
|
Manzari, Majid T.
|
|
|
113 |
C |
p. 615
|
artikel
|
| 16 |
Effect of data uncertainty and inversion non-uniqueness of surface wave tests on VS,30 estimation
|
Roy, Narayan
|
|
|
113 |
C |
p. 87-100
|
artikel
|
| 17 |
Effect of geometry on in-plane responses of a symmetric canyon subjected by P waves
|
Shyu, Wen-Shinn
|
|
|
113 |
C |
p. 215-229
|
artikel
|
| 18 |
Effect of seismic wave velocity on the dynamic response of multi-story structures on elastic foundation
|
Hızal, Çağlayan
|
|
|
113 |
C |
p. 432-441
|
artikel
|
| 19 |
Effects of layered liquefiable deposits on the seismic response of an underground structure
|
Chen, Renren
|
|
|
113 |
C |
p. 124-135
|
artikel
|
| 20 |
Elastic waves induced transport along slab-like solid-gouge interfaces
|
Chu, Kwang-Hua R.
|
|
|
113 |
C |
p. 317-323
|
artikel
|
| 21 |
Enhanced stochastic averaging of non-integrable nonlinear systems subjected to stochastic excitations
|
El-Khoury, Omar
|
|
|
113 |
C |
p. 256-264
|
artikel
|
| 22 |
Examination of differences between three SPT-based seismic soil liquefaction triggering relationships
|
Cetin, K. Onder
|
|
|
113 |
C |
p. 75-86
|
artikel
|
| 23 |
Experimental verification of current seismic analysis methods of reinforced soil walls
|
El-Emam, Magdi M.
|
|
|
113 |
C |
p. 241-255
|
artikel
|
| 24 |
Full-scale experimental assessment of the dynamic horizontal behavior of micropiles in alluvial silty soils
|
Capatti, Maria Chiara
|
|
|
113 |
C |
p. 58-74
|
artikel
|
| 25 |
High-performance computer-aided optimization of viscous dampers for improving the seismic performance of a tall building
|
Wang, Shanshan
|
|
|
113 |
C |
p. 454-461
|
artikel
|
| 26 |
Improved stochastic linearization technique for structures with nonlinear viscous dampers
|
De Domenico, Dario
|
|
|
113 |
C |
p. 415-419
|
artikel
|
| 27 |
Key predictors of structure settlement on liquefiable ground: a numerical parametric study
|
Karimi, Zana
|
|
|
113 |
C |
p. 286-308
|
artikel
|
| 28 |
Kyoto University LEAP-GWU-2015 tests and the importance of curving the ground surface in centrifuge modelling
|
Tobita, Tetsuo
|
|
|
113 |
C |
p. 650-662
|
artikel
|
| 29 |
LEAP-GWU-2015: Centrifuge and numerical modelling of slope liquefaction at the University of Cambridge
|
Madabhushi, Srikanth S.C.
|
|
|
113 |
C |
p. 671-681
|
artikel
|
| 30 |
LEAP-GWU-2015 centrifuge test at UC Davis
|
Carey, Trevor J.
|
|
|
113 |
C |
p. 663-670
|
artikel
|
| 31 |
LEAP-GWU-2015 experiment specifications, results, and comparisons
|
Kutter, Bruce L.
|
|
|
113 |
C |
p. 616-628
|
artikel
|
| 32 |
Liquefaction experiment and analysis projects (LEAP): Summary of observations from the planning phase
|
Manzari, Majid T.
|
|
|
113 |
C |
p. 714-743
|
artikel
|
| 33 |
Long-term prediction of track geometry degradation in high-speed vehicle–ballastless track system due to differential subgrade settlement
|
Guo, Yu
|
|
|
113 |
C |
p. 1-11
|
artikel
|
| 34 |
Measured vs. predicted site response at the Garner Valley Downhole Array considering shear wave velocity uncertainty from borehole and surface wave methods
|
Teague, David P.
|
|
|
113 |
C |
p. 339-355
|
artikel
|
| 35 |
Mechanical behavior of intermittent jointed rocks under random cyclic compression with different loading parameters
|
Liu, Yi
|
|
|
113 |
C |
p. 12-24
|
artikel
|
| 36 |
Metabarriers with multi-mass locally resonating units for broad band Rayleigh waves attenuation
|
Palermo, Antonio
|
|
|
113 |
C |
p. 265-277
|
artikel
|
| 37 |
Model dimensionality effects on the amplification of seismic waves
|
Poursartip, Babak
|
|
|
113 |
C |
p. 572-592
|
artikel
|
| 38 |
Modeling and seismic collapse resistance study of a steel SC-MRF
|
Ahmadi, Omid
|
|
|
113 |
C |
p. 324-338
|
artikel
|
| 39 |
Numerical analysis of LEAP centrifuge tests using a practice-based approach
|
Armstrong, Richard J.
|
|
|
113 |
C |
p. 793-803
|
artikel
|
| 40 |
Numerical Predictions for Centrifuge Model Tests of a Liquefiable Sloping Ground Using a Strain Space Multiple Mechanism Model Based on the Finite Strain Theory
|
Ueda, Kyohei
|
|
|
113 |
C |
p. 771-792
|
artikel
|
| 41 |
On the application of continuous buried periodic inclusions on the filtering of traffic vibrations: A numerical study
|
Castanheira-Pinto, A.
|
|
|
113 |
C |
p. 391-405
|
artikel
|
| 42 |
On the verification of superposition method of kinematic interaction and inertial interaction in dynamic response analysis of soil-pile-structure systems
|
Ullah, Md. Shajib
|
|
|
113 |
C |
p. 522-533
|
artikel
|
| 43 |
Physical modeling of soil liquefaction: Overview of LEAP production test 1 at Rensselaer Polytechnic Institute
|
Kokkali, P.
|
|
|
113 |
C |
p. 629-649
|
artikel
|
| 44 |
Prediction of earthquake-induced slope displacements considering 2D topographic amplification and flexible sliding mass
|
Tsai, Chi-Chin
|
|
|
113 |
C |
p. 25-34
|
artikel
|
| 45 |
Prediction of LEAP centrifuge test results using a pressure-dependent bounding surface constitutive model
|
Ghofrani, Alborz
|
|
|
113 |
C |
p. 758-770
|
artikel
|
| 46 |
Probabilistic seismic risk assessment of nuclear reactor in a hypothetical UK site
|
Yawson, Paa Yooku
|
|
|
113 |
C |
p. 278-285
|
artikel
|
| 47 |
Seismic damage assessment and mechanism analysis of underground powerhouse of the Yingxiuwan Hydropower Station under the Wenchuan earthquake
|
Wang, Xiaowei
|
|
|
113 |
C |
p. 112-123
|
artikel
|
| 48 |
Seismic response of buried pipes to microtunnelling method under earthquake loads
|
Ghiasi, Vahed
|
|
|
113 |
C |
p. 193-201
|
artikel
|
| 49 |
Seismic response of liquefiable sloping ground: Class A and C numerical predictions of centrifuge model responses
|
Ziotopoulou, K.
|
|
|
113 |
C |
p. 744-757
|
artikel
|
| 50 |
Seismic response of the Circuit Wall of the Acropolis of Athens: Recordings versus numerical simulations
|
Psarropoulos, Prodromos
|
|
|
113 |
C |
p. 309-316
|
artikel
|
| 51 |
Seismic responses of deep buried pipeline under non-uniform excitations from large scale shaking table test
|
Yan, Kongming
|
|
|
113 |
C |
p. 180-192
|
artikel
|
| 52 |
Simplified p-y curves under dynamic loading in dry sand
|
Lim, Hyunsung
|
|
|
113 |
C |
p. 101-111
|
artikel
|
| 53 |
Site amplification within the Mississippi embayment of the central United States: Investigation of possible differences among various phases of seismic waves and presence of basin waves
|
Sedaghati, Farhad
|
|
|
113 |
C |
p. 534-544
|
artikel
|
| 54 |
Stress-strain response of the LEAP-2015 centrifuge tests and numerical predictions
|
Zeghal, Mourad
|
|
|
113 |
C |
p. 804-818
|
artikel
|
| 55 |
Study of the effects of container boundary and slope on soil liquefaction by centrifuge modeling
|
Hung, Wen-Yi
|
|
|
113 |
C |
p. 682-697
|
artikel
|
| 56 |
The effects of slope topography on acceleration amplification and interaction between slope topography and seismic input motion
|
Zhang, Zezhong
|
|
|
113 |
C |
p. 420-431
|
artikel
|
| 57 |
The influence of moment resisting beam-to-column connections on seismic behavior of chevron concentrically braced frames
|
Costanzo, Silvia
|
|
|
113 |
C |
p. 136-147
|
artikel
|
| 58 |
Variation of high frequency spectral attenuation (Kappa) in vertical arrays
|
Tanırcan, Gülüm
|
|
|
113 |
C |
p. 406-414
|
artikel
|
| 59 |
Vertical and torsional vibrations of a rigid circular disc on a transversely isotropic and layered half-space with imperfect interfaces
|
Pan, Ernian
|
|
|
113 |
C |
p. 442-453
|
artikel
|
| 60 |
Wind, wave and earthquake responses of offshore wind turbine on monopile foundation in clay
|
Wang, Piguang
|
|
|
113 |
C |
p. 47-57
|
artikel
|
| 61 |
Zhejiang University benchmark centrifuge test for LEAP-GWU-2015 and liquefaction responses of a sloping ground
|
Zhou, Yan-Guo
|
|
|
113 |
C |
p. 698-713
|
artikel
|
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