| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A design spectrum model for flexible soil sites in regions of low-to-moderate seismicity
|
Tsang, H.H.
|
|
|
92 |
C |
p. 36-45
|
artikel
|
| 2 |
A fast and accurate method to compute dispersion spectra for layered media using a modified Kausel-Roësset stiffness matrix approach
|
Kumar, Jyant
|
|
|
92 |
C |
p. 176-182
|
artikel
|
| 3 |
A modal shear-based pushover procedure for estimating the seismic demands of tall building structures
|
Vafaee, Mohammad Hossein
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|
|
92 |
C |
p. 95-108
|
artikel
|
| 4 |
A model for estimating horizontal aftershock ground motions for active crustal regions
|
Kim, Byungmin
|
|
|
92 |
C |
p. 165-175
|
artikel
|
| 5 |
A modified dynamic shear modulus model for rockfill materials under a wide range of shear strain amplitudes
|
Zhou, Wei
|
|
|
92 |
C |
p. 229-238
|
artikel
|
| 6 |
An experimental study of high strain-rate properties of clay under high consolidation stress
|
Yang, Renshu
|
|
|
92 |
C |
p. 46-51
|
artikel
|
| 7 |
Anti-plane response caused by interactions between a dike and the surrounding soil
|
Shyu, Wen-Shinn
|
|
|
92 |
C |
p. 408-418
|
artikel
|
| 8 |
A study on a MR damping system with lumped mass for a two-span bridge to diminish its earthquake-induced longitudinal vibration
|
Heo, G.
|
|
|
92 |
C |
p. 312-329
|
artikel
|
| 9 |
Characterization of the shear wave velocity in the metropolitan area of Málaga (S Spain) using the H/V technique
|
Rosa-Cintas, S.
|
|
|
92 |
C |
p. 433-442
|
artikel
|
| 10 |
Comparative analysis on spatiotemporal pore pressure evolution under surface–wave perturbations
|
Zhang, Yu
|
|
|
92 |
C |
p. 596-603
|
artikel
|
| 11 |
Damage-based strength reduction factor for nonlinear structures subjected to sequence-type ground motions
|
Zhang, Yongqun
|
|
|
92 |
C |
p. 298-311
|
artikel
|
| 12 |
Design of monopiles for offshore wind turbines in 10 steps
|
Arany, Laszlo
|
|
|
92 |
C |
p. 126-152
|
artikel
|
| 13 |
Determination of seismic compression of sand subjected to two horizontal components of earthquake ground motions
|
Nie, Chun-Xiao
|
|
|
92 |
C |
p. 330-333
|
artikel
|
| 14 |
3D integrated numerical model for Fluid-Structures-Seabed Interaction (FSSI): Loosely deposited seabed foundation
|
Ye, Jianhong
|
|
|
92 |
C |
p. 239-252
|
artikel
|
| 15 |
Ductility demands of MRF structures on soft soils considering soil-structure interaction
|
Ghandil, M.
|
|
|
92 |
C |
p. 203-214
|
artikel
|
| 16 |
Dynamic pile impedances for laterally–loaded piles using improved Tajimi and Winkler formulations
|
Anoyatis, George
|
|
|
92 |
C |
p. 279-297
|
artikel
|
| 17 |
Editorial Board / Aims and Scope
|
|
|
|
92 |
C |
p. IFC
|
artikel
|
| 18 |
Effect of cyclic loading on the behaviour of a chemically stabilised soft soil reinforced with steel fibres
|
Oliveira, Paulo J. Venda
|
|
|
92 |
C |
p. 122-125
|
artikel
|
| 19 |
Effect of different aspects of multiple earthquakes on the nonlinear behavior of RC structures
|
Hosseinpour, F.
|
|
|
92 |
C |
p. 706-725
|
artikel
|
| 20 |
Effect of ground motion filtering on the dynamic response of a seismically isolated bridge with and without fault crossing considerations
|
Yang, Shuo
|
|
|
92 |
C |
p. 183-191
|
artikel
|
| 21 |
Efficient model updating of a multi-story frame and its foundation stiffness from earthquake records using a timoshenko beam model
|
Taciroglu, E.
|
|
|
92 |
C |
p. 25-35
|
artikel
|
| 22 |
Energy-based evaluation of liquefaction potential under non-uniform cyclic loading
|
Azeiteiro, Ricardo J.N.
|
|
|
92 |
C |
p. 650-665
|
artikel
|
| 23 |
Estimation method for ground deformation of granular soils caused by dynamic compaction
|
Wang, Wei
|
|
|
92 |
C |
p. 266-278
|
artikel
|
| 24 |
Estimation of floor response spectra using modified modal pushover analysis
|
Pan, Xiaolan
|
|
|
92 |
C |
p. 472-487
|
artikel
|
| 25 |
Estimation of strong motion parameters in the coastal region of gujarat using geotechnical data
|
Mohan, Kapil
|
|
|
92 |
C |
p. 561-572
|
artikel
|
| 26 |
Evaluation of power substation equipment seismic vulnerability by multivariate fragility analysis: A case study on a 420kV circuit breaker
|
Zareei, Seyed Alireza
|
|
|
92 |
C |
p. 79-94
|
artikel
|
| 27 |
Evaluation of the risk of sudden failure of a cohesive soil subjected to cyclic loading
|
Martínez, Eliana
|
|
|
92 |
C |
p. 419-432
|
artikel
|
| 28 |
Evaluation of the seismic earth pressure for inverted T-shape stiff retaining wall in cohesionless soils via dynamic centrifuge
|
Jo, Seong-Bae
|
|
|
92 |
C |
p. 345-357
|
artikel
|
| 29 |
Evaluation of the seismic performance of a caisson and an L-type quay wall
|
Yuksel, Y.
|
|
|
92 |
C |
p. 537-550
|
artikel
|
| 30 |
Finite element modeling of soil-pile response subjected to liquefaction-induced lateral spreading in a large-scale shake table experiment
|
Li, Gangjin
|
|
|
92 |
C |
p. 573-584
|
artikel
|
| 31 |
Flow deformation and cyclic resistance of saturated loose sand considering initial static shear effect
|
Yang, Z.X.
|
|
|
92 |
C |
p. 68-78
|
artikel
|
| 32 |
Generalized Winkler support properties for far field modeling of laterally vibrating piles
|
Bahrami, Amir
|
|
|
92 |
C |
p. 684-691
|
artikel
|
| 33 |
Harmonic response of layered halfspace using reduced finite element model with perfectly-matched layer boundaries
|
Jones, Simon
|
|
|
92 |
C |
p. 1-8
|
artikel
|
| 34 |
HVSR analysis of seismic site effects and soil-structure resonance in Varaždin city (North Croatia)
|
Stanko, Davor
|
|
|
92 |
C |
p. 666-677
|
artikel
|
| 35 |
Identification of soil dynamic properties of sites subjected to bi-directional excitation
|
Mercado, Vicente
|
|
|
92 |
C |
p. 215-228
|
artikel
|
| 36 |
In-plane soil-structure interaction in layered, fluid-saturated, poroelastic half-space II: Pore pressure and volumetric strain
|
Liang, Jianwen
|
|
|
92 |
C |
p. 585-595
|
artikel
|
| 37 |
Investigation of shear wave velocity depth variability, site classification, and liquefaction vulnerability identification using a near-surface V s model of Christchurch, New Zealand
|
McGann, Christopher R.
|
|
|
92 |
C |
p. 692-705
|
artikel
|
| 38 |
Liquefaction assessments at shallow foundation building sites in the Central Business District of Christchurch, New Zealand
|
Bray, Jonathan D.
|
|
|
92 |
C |
p. 153-164
|
artikel
|
| 39 |
Liquefaction characteristics of gravelly soil under cyclic loading with constant strain amplitude by experimental and numerical investigations
|
Wang, Yong
|
|
|
92 |
C |
p. 388-396
|
artikel
|
| 40 |
Local amplification and subsoil structure at a difficult site: Understanding site effects from different measurements
|
Chávez-García, Francisco J.
|
|
|
92 |
C |
p. 334-344
|
artikel
|
| 41 |
Metaheuristic based optimization of tuned mass dampers under earthquake excitation by considering soil-structure interaction
|
Bekdaş, Gebrail
|
|
|
92 |
C |
p. 443-461
|
artikel
|
| 42 |
Modal and nodal impedance functions for truncated semi-infinite soil domains
|
Esmaeilzadeh Seylabi, E.
|
|
|
92 |
C |
p. 192-202
|
artikel
|
| 43 |
Nonlinear seismic response of a gravity dam under near-fault ground motions and equivalent pulses
|
Yazdani, Y.
|
|
|
92 |
C |
p. 621-632
|
artikel
|
| 44 |
Numerical modelling method for inelastic and frequency-dependent behavior of shallow foundations
|
Chai, Seok hyeon
|
|
|
92 |
C |
p. 377-387
|
artikel
|
| 45 |
Optimal Caughey series representation of classical damping matrices
|
Luco, J. Enrique
|
|
|
92 |
C |
p. 253-265
|
artikel
|
| 46 |
Predicting long term performance of offshore wind turbines using cyclic simple shear apparatus
|
Nikitas, G.
|
|
|
92 |
C |
p. 678-683
|
artikel
|
| 47 |
Recorded seismic response of the Samoa Channel Bridge-foundation system and adjacent downhole array
|
Wang, Ning
|
|
|
92 |
C |
p. 358-376
|
artikel
|
| 48 |
Reduction of dynamic earth loads on flexible cantilever retaining walls by deformable geofoam panels
|
Ertugrul, Ozgur L.
|
|
|
92 |
C |
p. 462-471
|
artikel
|
| 49 |
Reliability assessment on earthquake early warning: A case study from Taiwan
|
Xu, Yun
|
|
|
92 |
C |
p. 397-407
|
artikel
|
| 50 |
Response of gravity retaining wall with anchoring frame beam supporting a steep rock slope subjected to earthquake loading
|
Lin, Yu-liang
|
|
|
92 |
C |
p. 633-649
|
artikel
|
| 51 |
Seismic performance of reinforced concrete frame buildings in Bhutan based on fuzzy probability analysis
|
Thinley, K.
|
|
|
92 |
C |
p. 604-620
|
artikel
|
| 52 |
Seismic response of pile-raft-clay system subjected to a long-duration earthquake: centrifuge test and finite element analysis
|
Zhang, Lei
|
|
|
92 |
C |
p. 488-502
|
artikel
|
| 53 |
Seismic wave amplification by topographic features: A parametric study
|
Poursartip, Babak
|
|
|
92 |
C |
p. 503-527
|
artikel
|
| 54 |
“Site response analysis considering strain compatible site period”
|
Hayati, Hoss
|
|
|
92 |
C |
p. 551-560
|
artikel
|
| 55 |
Soil-structure interaction effects in single bridge piers founded on inclined pile groups
|
Carbonari, Sandro
|
|
|
92 |
C |
p. 52-67
|
artikel
|
| 56 |
Studying the uncertainties in the seismic risk assessment at urban scale applying the Capacity Spectrum Method: The case of Thessaloniki
|
Riga, Evi
|
|
|
92 |
C |
p. 9-24
|
artikel
|
| 57 |
System identification and modal analysis of an arch dam based on earthquake response records
|
Yang, Jian
|
|
|
92 |
C |
p. 109-121
|
artikel
|
| 58 |
Vertical vibration of a massless flexible strip footing bonded to a transversely isotropic multilayered half-plane
|
Ai, Zhi Yong
|
|
|
92 |
C |
p. 528-536
|
artikel
|
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