| no |
title |
author |
magazine |
year |
volume |
issue |
page(s) |
type |
| 1 |
Acceleration feedback active vibration control for seismic excited building structures with actuator saturation
|
Xu, Lanlan
|
|
2018
|
115 |
C |
p. 472-475
|
article
|
| 2 |
A fast random method for three-dimensional analysis of train-track-soil dynamic interaction
|
Wang, Lidong
|
|
2018
|
115 |
C |
p. 252-262
|
article
|
| 3 |
A hysteretic model for the rotational response of embedded column base connections
|
Torres-Rodas, Pablo
|
|
2018
|
115 |
C |
p. 55-65
|
article
|
| 4 |
A long-period elastic response spectrum based on the site-classification of Chinese seismic code
|
Zhou, Jing
|
|
2018
|
115 |
C |
p. 622-633
|
article
|
| 5 |
An approach for predicting multi-support seismic underground motions in layered saturated soil under surface water
|
Liu, Guohuan
|
|
2018
|
115 |
C |
p. 104-118
|
article
|
| 6 |
A new hybrid model for rigorous analysis of buried pipelines under general faulting accounting for material and geometrical non-linearities with focusing on corrugated HDPE pipelines
|
Halabian, Amir M.
|
|
2018
|
115 |
C |
p. 1-17
|
article
|
| 7 |
A note about cylindrical wave equation
|
Zhao, Fu-yao
|
|
2018
|
115 |
C |
p. 933-934
|
article
|
| 8 |
Appropriate measures to prevent the liquefaction-induced inclination of existing houses
|
Yasuda, Susumu
|
|
2018
|
115 |
C |
p. 652-662
|
article
|
| 9 |
A P waves’ automatic picking by detecting the changes of seismic signals’ stationary random process through similarity analysis
|
Wang, Xu
|
|
2018
|
115 |
C |
p. 225-231
|
article
|
| 10 |
A study on the effect of material nonlinearity on the generation of frequency harmonics in the response of excited soil deposits
|
Mercado, V.
|
|
2018
|
115 |
C |
p. 787-798
|
article
|
| 11 |
Authors’ Reply to Discussion on 1) “Dynamic response of a finite beam resting on a Winkler foundation to a load moving on its surface with variable speed” by ND Beskou and MV Muho [Soil Dyn. Earthq. Eng. 109(2018), 222-226] and 2) “Dynamic response of an infinite beam resting on a Winkler foundation to a load moving on its surface with variable speed” by MV Muho and ND Beskou [Soil Dyn. Earthq. Eng. 109(2018), 150-153]
|
Muho, Edmond V.
|
|
2018
|
115 |
C |
p. 936-937
|
article
|
| 12 |
Authors’ reply to Discussion on “Vulnerability assessment methods for rocking and overturning of free standing elements” by Luisa Berto, Irene Rocca, Anna Saeta [Soil Dyn Earthq Eng 110 (2018), 121–136]
|
Berto, Luisa
|
|
2018
|
115 |
C |
p. 942
|
article
|
| 13 |
Broad-band 3-D earthquake simulation at nuclear site by an all-embracing source-to-structure approach
|
Gatti, F.
|
|
2018
|
115 |
C |
p. 263-280
|
article
|
| 14 |
Collapse process and impact effect of viaduct demolition based on centrifugal model
|
Song, Ge
|
|
2018
|
115 |
C |
p. 246-251
|
article
|
| 15 |
Constant-ductility-based energy factor demands of oscillators with modified Clough hysteretic model
|
Wang, Fuming
|
|
2018
|
115 |
C |
p. 36-40
|
article
|
| 16 |
Copula-based earthquake early warning decision-making strategy
|
Wang, J.P.
|
|
2018
|
115 |
C |
p. 324-330
|
article
|
| 17 |
Corrigendum for “In-plane soil-structure interaction in layered, fluid-saturated, poroelastic half-space II: Pore pressure and volumetric strain” [Soil Dyn. Earthq. Eng. 92 (2017) 585-595]
|
Liang, Jianwen
|
|
2018
|
115 |
C |
p. 958
|
article
|
| 18 |
Corrigendum to “Dynamic response of an elastic plate on a cross-anisotropic poroelastic half-plane to a load moving on its surface” [Soil Dyn Earthq Eng 107 (2018) 292–302]
|
Chen, Yuyan
|
|
2018
|
115 |
C |
p. 956
|
article
|
| 19 |
Corrigendum to “Seismic passive earth pressure on an inclined cantilever retaining wall using method of stress characteristics – A new approach”[Soil Dyn Earthq Eng 107 2018 77–82]
|
Santhoshkumar, G.
|
|
2018
|
115 |
C |
p. 957
|
article
|
| 20 |
Damage spectra of the mainshock-aftershock ground motions at soft soil sites
|
Wen, Weiping
|
|
2018
|
115 |
C |
p. 815-825
|
article
|
| 21 |
Discussion on “Cyclic behavior of saturated soft clay under stress path with bidirectional shear stresses” by X. Hu et al. [Soil Dyn Earthq Eng 104 (2018) 319–28]
|
Li, Yao
|
|
2018
|
115 |
C |
p. 953
|
article
|
| 22 |
Discussion on 1) “Dynamic response of a finite beam resting on a Winkler foundation to a load moving on its surface with variable speed” by ND Beskou and MV Muho [Soil Dyn. Earthq. Eng. 109(2018), 222–226] and 2) “Dynamic response of an infinite beam resting on a Winkler foundation to a load moving on its surface with variable speed” by MV Muho and ND Beskou [Soil Dyn. Earthq. Eng. 109(2018), 150–153]
|
Skalomenos, Konstantinos A.
|
|
2018
|
115 |
C |
p. 935
|
article
|
| 23 |
Discussion on “Seismic reliability assessment of earth-rockfill dam slopes considering strain-softening of rockfill based on generalized probability density evolution method” by R. Pang et al. [Soil Dyn Earthq Eng 107 (2018) 96–107]
|
Fu, Zhongzhi
|
|
2018
|
115 |
C |
p. 945-946
|
article
|
| 24 |
Discussion on “Seismic reliability assessment of earth-rockfill dam slopes considering strain- softening of rockfill based on generalized probability density evolution method” by R. Pang et al. [Soil Dyn Earthq Eng 107 (2018) 96–107]
|
Fu, Zhongzhi
|
|
2018
|
115 |
C |
p. 943-944
|
article
|
| 25 |
Discussion on “Vulnerability assessment methods for rocking and overturning of free standing elements” by Luisa Berto, Irene Rocca, Anna Saetta [Soil Dyn Earthq Eng 110 (2018) 121–136]
|
Gdoutos, Emmanuel E.
|
|
2018
|
115 |
C |
p. 941
|
article
|
| 26 |
Dynamic behavior of upgraded rocking wall-moment frames using an extended coupled-two-beam model
|
Wu, Dayang
|
|
2018
|
115 |
C |
p. 365-377
|
article
|
| 27 |
Dynamic response of anchored sheet pile wall under ground motion: Analytical model with experimental validation
|
Qu, Hong-Lue
|
|
2018
|
115 |
C |
p. 896-906
|
article
|
| 28 |
Dynamic response of monopiles in sand using centrifuge modelling
|
Futai, Marcos Massao
|
|
2018
|
115 |
C |
p. 90-103
|
article
|
| 29 |
Dynamic response of the 3D pavement–transversely isotropic poroelastic ground system to a rectangular moving load
|
Zhan, Yongxiang
|
|
2018
|
115 |
C |
p. 394-401
|
article
|
| 30 |
Dynamic soil-structure interaction in a 3D layered medium treated by coupling a semi-analytical axisymmetric far field formulation and a 3D finite element model
|
Aslmand, Mojtaba
|
|
2018
|
115 |
C |
p. 531-544
|
article
|
| 31 |
Editorial Board
|
|
|
2018
|
115 |
C |
p. ii
|
article
|
| 32 |
Effective-stress seismic analysis of a gravity multi-block quay wall
|
Dakoulas, P.
|
|
2018
|
115 |
C |
p. 378-393
|
article
|
| 33 |
Effect of beam-column connection fixity and gravity framing on the seismic collapse risk of special concentrically braced frames
|
Mohsenzadeh, Vahid
|
|
2018
|
115 |
C |
p. 685-697
|
article
|
| 34 |
Effect of soil reinforcement on rocking isolation potential of high-rise bridge foundations
|
Sharifzadeh Asli, Masoud
|
|
2018
|
115 |
C |
p. 142-155
|
article
|
| 35 |
Effect of the type of soil on the cyclic behaviour of chemically stabilised soils unreinforced and reinforced with polypropylene fibres
|
Venda Oliveira, Paulo J.
|
|
2018
|
115 |
C |
p. 336-343
|
article
|
| 36 |
Effects of vertical ground motions on seismic vulnerabilities of a continuous track-bridge system of high-speed railway
|
Wei, Biao
|
|
2018
|
115 |
C |
p. 281-290
|
article
|
| 37 |
Errata to ‘‘Seismic pressures on rigid cantilever walls retaining elastic continuously non-homogeneous soil: An exact solution” [Soil Dyn. Earthq. Eng. 82(2016) 142–153]
|
Vrettos, C.
|
|
2018
|
115 |
C |
p. 959
|
article
|
| 38 |
Estimating fragility curves of pre-70 RC frame buildings considering different performance limit states
|
Cardone, Donatello
|
|
2018
|
115 |
C |
p. 868-881
|
article
|
| 39 |
Evaluation of a multimode pushover procedure for asymmetric in plan and non-regular in elevation R/C buildings
|
Manoukas, Grigorios E.
|
|
2018
|
115 |
C |
p. 742-775
|
article
|
| 40 |
Evaluation of p-y springs for nonlinear static and seismic soil-pile interaction analysis under lateral loading
|
Rahmani, Amin
|
|
2018
|
115 |
C |
p. 438-447
|
article
|
| 41 |
Field experiments and numerical analysis on the ground vibration isolation of wave impeding block under horizontal and rocking coupled excitations
|
Gao, Guangyun
|
|
2018
|
115 |
C |
p. 507-512
|
article
|
| 42 |
Fling-step ground motions simulation using theoretical-based Green's function technique for structural analysis
|
Hamidi, Hamed
|
|
2018
|
115 |
C |
p. 232-245
|
article
|
| 43 |
Fully coupled simulation of an opencast mine subjected to earthquake loading
|
Machaček, J.
|
|
2018
|
115 |
C |
p. 853-867
|
article
|
| 44 |
Fuzzy control of asymmetric plan buildings with active tuned mass damper considering soil-structure interaction
|
Nazarimofrad, Ebrahim
|
|
2018
|
115 |
C |
p. 838-852
|
article
|
| 45 |
Generalized stiffness matrix method for layered soils
|
Kausel, Eduardo
|
|
2018
|
115 |
C |
p. 663-672
|
article
|
| 46 |
Hysteretic behavior and parametric studies of a self-centering RC wall with disc spring devices
|
Xu, Longhe
|
|
2018
|
115 |
C |
p. 476-488
|
article
|
| 47 |
Impact of aftershocks on a post-mainshock damaged containment structure considering duration
|
Zhai, Chang-Hai
|
|
2018
|
115 |
C |
p. 129-141
|
article
|
| 48 |
Influence of earthquake duration on the response of steel moment frames
|
Bravo-Haro, Miguel A.
|
|
2018
|
115 |
C |
p. 634-651
|
article
|
| 49 |
Influence of size disparity on small-strain shear modulus of sand-fines mixtures
|
Liu, Xin
|
|
2018
|
115 |
C |
p. 217-224
|
article
|
| 50 |
In-plane soil-structure interaction excited by incident plane P waves
|
Cai, Yiwei
|
|
2018
|
115 |
C |
p. 882-895
|
article
|
| 51 |
Jacobsen's equivalent damping concept revisited
|
Papagiannopoulos, George A.
|
|
2018
|
115 |
C |
p. 82-89
|
article
|
| 52 |
Mapping seismic vulnerability at urban scale: Discussion on relevant cartography representations and smoothing for urban planning purposes on the Oran case study
|
Senouci, Abbas
|
|
2018
|
115 |
C |
p. 545-563
|
article
|
| 53 |
Moment-resisting-frames under cyclic loading: Large scale tests and validation of plasticity and damage numerical models
|
Avgerinou, Stella
|
|
2018
|
115 |
C |
p. 564-577
|
article
|
| 54 |
Monotonic and cyclic simple shear response of gravel-sand mixtures
|
Hubler, Jonathan F.
|
|
2018
|
115 |
C |
p. 291-304
|
article
|
| 55 |
Nonlinear dynamics of self-centring rocking steel frames using finite element models
|
Kibriya, L.T.
|
|
2018
|
115 |
C |
p. 826-837
|
article
|
| 56 |
On the seismic behaviour of tension-only concentrically braced steel structures
|
Papagiannopoulos, George A.
|
|
2018
|
115 |
C |
p. 27-35
|
article
|
| 57 |
Parametric models for 3D topographic amplification of ground motions considering subsurface soils
|
Wang, Gang
|
|
2018
|
115 |
C |
p. 41-54
|
article
|
| 58 |
Performance-based seismic design of steel structures accounting for fuzziness in their joint flexibility
|
de Luca di Roseto, Alessandro
|
|
2018
|
115 |
C |
p. 799-814
|
article
|
| 59 |
Performance of ductile iron push-on joints rehabilitated with CIPP liner under repetitive and seismic loadings
|
Zhong, Zilan
|
|
2018
|
115 |
C |
p. 776-786
|
article
|
| 60 |
Probabilistic mainshock-aftershock collapse risk assessment of buckling restrained braced frames
|
Veismoradi, Sajad
|
|
2018
|
115 |
C |
p. 205-216
|
article
|
| 61 |
Quantifying the edge-induced seismic aggravation in shallow basins relative to the 1D SH modelling
|
Zhu, Chuanbin
|
|
2018
|
115 |
C |
p. 402-412
|
article
|
| 62 |
Random vibration analysis of multi-floor buildings using a distributed parameter model
|
Aliakbari, Najmeh
|
|
2018
|
115 |
C |
p. 18-26
|
article
|
| 63 |
Reconstructing disturbance zones ahead of the tunnel face by elastic waveform inversion supported by a parametric level-set representation
|
Nguyen, Luan T.
|
|
2018
|
115 |
C |
p. 606-621
|
article
|
| 64 |
Reliability analysis of unsaturated soil sites based on fundamental period throughout Shiraz, Iran
|
Johari, A.
|
|
2018
|
115 |
C |
p. 183-197
|
article
|
| 65 |
Removable friction dampers for low-damage steel beam-to-column joints
|
Latour, M.
|
|
2018
|
115 |
C |
p. 66-81
|
article
|
| 66 |
Replaceable links with gusseted brace joints for eccentrically braced frames
|
Bozkurt, Mehmet Bakır
|
|
2018
|
115 |
C |
p. 305-318
|
article
|
| 67 |
Reply of authors to the discussion of H. Gullu [Soil Dyn Earthq Eng 108 (2018) 203–4] on their article “Shear wave velocity and soil type micro-zonation using neural networks and geographic information system” [Soil Dyn Earthq Eng 104 (2018) 54–63]
|
Motalleb Nejad, Mohammad
|
|
2018
|
115 |
C |
p. 938-940
|
article
|
| 68 |
Reply to the discussion by Ukritchon and Keawsawasvong on “Seismic displacement along a log-spiral failure surface with crack using rock Hoek–Brown failure criterion”
|
Zhao, Lian-heng
|
|
2018
|
115 |
C |
p. 951-952
|
article
|
| 69 |
Residual displacement ratios of SDOF systems subjected to ground motions recorded on soft soils
|
Ji, Duofa
|
|
2018
|
115 |
C |
p. 331-335
|
article
|
| 70 |
Response spectra generation using a fractional differential model
|
Hermosillo-Arteaga, Armando
|
|
2018
|
115 |
C |
p. 719-729
|
article
|
| 71 |
Response to Discussion of “Rocking vibration of a rigid disc embedded in any depth of a coupled seawater-visco-poro-elastic seabed half-space”
|
He, Rui
|
|
2018
|
115 |
C |
p. 954-955
|
article
|
| 72 |
Response to the discussion on “Seismic reliability assessment of earth-rockfill dam slopes considering strain-softening of rockfill based on generalized probability density evolution method”
|
Xu, Bin
|
|
2018
|
115 |
C |
p. 949-950
|
article
|
| 73 |
Response to the discussion on “Seismic reliability assessment of earth-rockfill dam slopes considering strain-softening of rockfill based on generalized probability density evolution method”
|
Xu, Bin
|
|
2018
|
115 |
C |
p. 947-948
|
article
|
| 74 |
Retrofitting pipelines with cured-in-place linings for earthquake-induced ground deformations
|
Argyrou, Christina
|
|
2018
|
115 |
C |
p. 156-168
|
article
|
| 75 |
Seismic amplification of the anti-dip rock slope and deformation characteristics: A large-scale shaking table test
|
Yang, Guoxiang
|
|
2018
|
115 |
C |
p. 907-916
|
article
|
| 76 |
Seismic behavior of steel eccentrically braced frames under soft-soil seismic sequences
|
Ruiz-García, Jorge
|
|
2018
|
115 |
C |
p. 119-128
|
article
|
| 77 |
Seismic hazard maps in Serbia
|
Lee, V.W.
|
|
2018
|
115 |
C |
p. 917-932
|
article
|
| 78 |
Seismic isolation code developments and significant applications in Turkey
|
Erdik, Mustafa
|
|
2018
|
115 |
C |
p. 413-437
|
article
|
| 79 |
Seismic microzonation of Srinagar city, Jammu and Kashmir
|
Sana, Hamid
|
|
2018
|
115 |
C |
p. 578-588
|
article
|
| 80 |
Seismic reliability-based design of inelastic base-isolated structures with lead-rubber bearing systems
|
Shoaei, Parham
|
|
2018
|
115 |
C |
p. 589-605
|
article
|
| 81 |
Seismic response of a sheet-pile wall with anchoring frame beam by numerical simulation and shaking table test
|
Lin, Yu-liang
|
|
2018
|
115 |
C |
p. 352-364
|
article
|
| 82 |
Significance of Rayleigh damping in nonlinear numerical seismic analysis of tunnels
|
Sun, Qiangqiang
|
|
2018
|
115 |
C |
p. 489-494
|
article
|
| 83 |
Simulation of fully nonstationary spatially variable ground motions on a canyon site
|
Yao, Erlei
|
|
2018
|
115 |
C |
p. 198-204
|
article
|
| 84 |
Small-strain shear modulus and liquefaction resistance of sand with carbonate precipitation
|
Simatupang, Minson
|
|
2018
|
115 |
C |
p. 710-718
|
article
|
| 85 |
SPT-based probabilistic and deterministic assessment of seismic soil liquefaction triggering hazard
|
Cetin, K. Onder
|
|
2018
|
115 |
C |
p. 698-709
|
article
|
| 86 |
Square block foundation resting on an unbounded soil layer: Long-term prediction of vertical displacement using a time homogenization technique for dynamic loading
|
Behnke, R.
|
|
2018
|
115 |
C |
p. 448-471
|
article
|
| 87 |
Statistical evaluation of maximum displacement demands of SDOF systems by code-compatible nonlinear time history analysis
|
Kayhan, Ali Haydar
|
|
2018
|
115 |
C |
p. 513-530
|
article
|
| 88 |
Stiffness matrices for fluid and anisotropic soil layers with applications in soil dynamics
|
Park, Joonsang
|
|
2018
|
115 |
C |
p. 169-182
|
article
|
| 89 |
Study on dynamic responses of unsaturated railway subgrade subjected to moving train load
|
Fang, Ran
|
|
2018
|
115 |
C |
p. 319-323
|
article
|
| 90 |
Study on dynamic undrained mechanical behavior of saturated soft clay considering temperature effect
|
Xiong, Yong-lin
|
|
2018
|
115 |
C |
p. 673-684
|
article
|
| 91 |
The collapse period of degrading SDOF systems considering a broad range of structural parameters
|
Norouzi, Amin
|
|
2018
|
115 |
C |
p. 730-741
|
article
|
| 92 |
Use of tire-derived aggregate for seismic mitigation of buried pipelines under strike-slip faults
|
Ni, Pengpeng
|
|
2018
|
115 |
C |
p. 495-506
|
article
|
| 93 |
Vibration isolation of buildings housed with sensitive equipment using open trenches – Case study and numerical simulations
|
Sitharam, T.G.
|
|
2018
|
115 |
C |
p. 344-351
|
article
|
Journal description