| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A benchmark 1 g shaking table test of shallow segmental mini-tunnel in sand
|
Yuan, Yong
|
|
|
|
11 |
p. 5383-5412
|
artikel
|
| 2 |
Adaptive time stepping in pseudo-dynamic testing of earthquake driven structures
|
Ammanagi, S.
|
|
2016
|
|
11 |
p. 3047-3074
|
artikel
|
| 3 |
A discrete-cracking numerical model for the in-plane behavior of FRCM strengthened masonry panels
|
Murgo, Francesco Saverio
|
|
|
|
11 |
p. 4471-4502
|
artikel
|
| 4 |
A displacement-based seismic design method for building structures with nonlinear viscoelastic dampers
|
Zhou, Ying
|
|
|
|
11 |
p. 4535-4585
|
artikel
|
| 5 |
A knowledge-based approach for the structural assessment of cultural heritage, a case study: La Sapienza Palace in Pisa
|
Caprili, Silvia
|
|
2017
|
|
11 |
p. 4851-4886
|
artikel
|
| 6 |
A large scale ambient vibration survey in the area damaged by May–June 2012 seismic sequence in Emilia Romagna, Italy
|
Paolucci, Enrico
|
|
2015
|
|
11 |
p. 3187-3206
|
artikel
|
| 7 |
A LiDAR-aided urban-scale assessment of soil-structure interaction effects: the case of Kalochori residential area (N. Greece)
|
Rovithis, Emmanouil
|
|
2017
|
|
11 |
p. 4821-4850
|
artikel
|
| 8 |
A low-cycle fatigue approach to predicting shear strength degradation in RC joints subjected to seismic actions
|
Lima, Carmine
|
|
2019
|
|
11 |
p. 6061-6078
|
artikel
|
| 9 |
An adaptive modal pushover analysis procedure (VMPA-A) for buildings subjected to bi-directional ground motions
|
Sürmeli, M.
|
|
2018
|
|
11 |
p. 5257-5277
|
artikel
|
| 10 |
An effective approach for simulating multi-support earthquake underground motions
|
Liu, Guohuan
|
|
2017
|
|
11 |
p. 4635-4659
|
artikel
|
| 11 |
An efficient fiber beam-column element considering flexure–shear interaction and anchorage bond-slip effect for cyclic analysis of RC structures
|
Feng, De-Cheng
|
|
2018
|
|
11 |
p. 5425-5452
|
artikel
|
| 12 |
A non-ergodic effective amplitude ground-motion model for California
|
Lavrentiadis, Grigorios
|
|
|
|
11 |
p. 5233-5264
|
artikel
|
| 13 |
A non-ergodic ground-motion model of Fourier amplitude spectra for France
|
Sung, Chih-Hsuan
|
|
|
|
11 |
p. 5293-5317
|
artikel
|
| 14 |
A non-ergodic spectral acceleration ground motion model for California developed with random vibration theory
|
Lavrentiadis, Grigorios
|
|
|
|
11 |
p. 5265-5291
|
artikel
|
| 15 |
An optimum model reference adaptive control algorithm for smart base-isolated structures
|
Zhang, Dongbin
|
|
2018
|
|
11 |
p. 5647-5670
|
artikel
|
| 16 |
A novel non-iterative direct displacement-based seismic design procedure for self-centering buckling-restrained braced frame structures
|
Liu, Lu
|
|
2018
|
|
11 |
p. 5591-5619
|
artikel
|
| 17 |
A numerical study on the seismic bearing capacity of shallow foundations
|
Pane, Vincenzo
|
|
2016
|
|
11 |
p. 2931-2958
|
artikel
|
| 18 |
A parametric study on out-of-plane instability of doubly reinforced structural walls. Part II: Experimental investigation
|
Dashti, Farhad
|
|
|
|
11 |
p. 5193-5220
|
artikel
|
| 19 |
A procedure for damage-based seismic design of moment frame structures
|
Behnamfar, Farhad
|
|
|
|
11 |
p. 5877-5904
|
artikel
|
| 20 |
A regionally-adaptable “scaled backbone” ground motion logic tree for shallow seismicity in Europe: application to the 2020 European seismic hazard model
|
Weatherill, Graeme
|
|
|
|
11 |
p. 5087-5117
|
artikel
|
| 21 |
A simplified method to predict torsional effects on asymmetric seismic isolated buildings under bi-directional earthquake components
|
Laguardia, Raffaele
|
|
2019
|
|
11 |
p. 6331-6356
|
artikel
|
| 22 |
Assessing seismic hazard of the East African Rift: a pilot study from GEM and AfricaArray
|
Poggi, Valerio
|
|
2017
|
|
11 |
p. 4499-4529
|
artikel
|
| 23 |
Assessment of post-liquefaction consolidation settlement
|
Chiaradonna, Anna
|
|
2019
|
|
11 |
p. 5825-5848
|
artikel
|
| 24 |
A statistical assessment on global drift ratio demands of mid-rise RC buildings using code-compatible real ground motion records
|
Palanci, Mehmet
|
|
2018
|
|
11 |
p. 5453-5488
|
artikel
|
| 25 |
A three-dimensional drift pushover method for unsymmetrical plan buildings
|
Karimi, Mehdi
|
|
2018
|
|
11 |
p. 5397-5424
|
artikel
|
| 26 |
A variant of modal pushover analyses (VMPA) based on a non-incremental procedure
|
Surmeli, M.
|
|
2015
|
|
11 |
p. 3353-3379
|
artikel
|
| 27 |
Backbone curves with physical parameters for passive lateral response of homogeneous abutment backfills
|
Khalili-Tehrani, Payman
|
|
2016
|
|
11 |
p. 3003-3023
|
artikel
|
| 28 |
Behaviour factor for innovative massive timber shear walls
|
Pozza, Luca
|
|
2015
|
|
11 |
p. 3449-3469
|
artikel
|
| 29 |
Behaviour of brick infill walls strengthened with expanded steel plates
|
Cumhur, Alper
|
|
2016
|
|
11 |
p. 3231-3258
|
artikel
|
| 30 |
Bi-normalized Newmark–Hall spectra for seismic design and assessment
|
Lu, Yang
|
|
2019
|
|
11 |
p. 5791-5807
|
artikel
|
| 31 |
Characterization of the Frictional Behavior of Steel-Polymer Interfaces with Pronounced Stick-Slip Effect for Use in Seismic Isolation
|
Messina, Armando
|
|
|
|
11 |
p. 6307-6326
|
artikel
|
| 32 |
Checking the site categorization criteria and amplification factors of the 2021 draft of Eurocode 8 Part 1–1
|
Paolucci, Roberto
|
|
|
|
11 |
p. 4199-4234
|
artikel
|
| 33 |
Comparison between cyclic and dynamic rocking behavior for embedded shallow foundation using centrifuge tests
|
Ko, Kil-Wan
|
|
2018
|
|
11 |
p. 5171-5193
|
artikel
|
| 34 |
Comparison of PSH results with historical macroseismic observations at different scales. Part 2: application to South-East France
|
Rosti, A.
|
|
2017
|
|
11 |
p. 4609-4633
|
artikel
|
| 35 |
Comparison of PSH results with historical macroseismic observations at different scales. Part 1: methodology
|
Rota, M.
|
|
2017
|
|
11 |
p. 4585-4607
|
artikel
|
| 36 |
Conditional ground-motion model based on RVT spectral moments for converting Fourier amplitude spectra to response spectra
|
Phung, Van-Bang
|
|
|
|
11 |
p. 5175-5207
|
artikel
|
| 37 |
Consideration of modelling uncertainties in the seismic assessment of masonry buildings by equivalent-frame approach
|
Bracchi, S.
|
|
2015
|
|
11 |
p. 3423-3448
|
artikel
|
| 38 |
Copula-based seismic fragility assessment of base-isolated structures under near-fault forward-directivity ground motions
|
Zhou, Tong
|
|
2018
|
|
11 |
p. 5671-5696
|
artikel
|
| 39 |
Correction to: An improved cable-cylinder bracing system with quarter-ring yielding devices for seismic retrofit of steel moment frames
|
Bursi, Oreste S.
|
|
|
|
11 |
p. 4641
|
artikel
|
| 40 |
Correction to: Crack initiation and propagation in unreinforced masonry specimens subjected to repeated in-plane loading during light damage
|
Korswagen, Paul A.
|
|
2019
|
|
11 |
p. 6357
|
artikel
|
| 41 |
Correction to: Indicators for site characterization at seismic station: recommendation from a dedicated survey
|
Cultrera, Giovanna
|
|
|
|
11 |
p. 4197
|
artikel
|
| 42 |
Correction to: Seismic performance of full-scale RC columns containing high proportion recycled aggregate
|
Saribas, Ilyas
|
|
2019
|
|
11 |
p. 6039-6040
|
artikel
|
| 43 |
Correction to: Tension-only ideal dissipative bracing for the seismic retrofit of precast industrial buildings
|
Lago, Bruno Dal
|
|
|
|
11 |
p. 4533
|
artikel
|
| 44 |
Cyclic loading test of self-centering precast segmental unbonded posttensioned UHPFRC bridge columns
|
Wang, Jingquan
|
|
2018
|
|
11 |
p. 5227-5255
|
artikel
|
| 45 |
Cyclic loading tests and analyses of posttensioned concrete bridge columns combining cast-in-place and precast segments
|
Zhang, Yuye
|
|
2019
|
|
11 |
p. 6141-6163
|
artikel
|
| 46 |
Cyclic testing of a full-scale two-storey reinforced precast concrete wall-slab-wall structure
|
Brunesi, E.
|
|
2018
|
|
11 |
p. 5309-5339
|
artikel
|
| 47 |
Damage identification of a reinforced concrete frame at increasing damage levels by sensitivity-based finite element model updating
|
Durmazgezer, Erkan
|
|
2019
|
|
11 |
p. 6041-6060
|
artikel
|
| 48 |
Damping modification factor for elastic floor spectra
|
Anajafi, Hamidreza
|
|
2019
|
|
11 |
p. 6079-6108
|
artikel
|
| 49 |
Determination of source, path and site parameters based on non-linear inversion of accelerometric data in Greece
|
Grendas, I.
|
|
2018
|
|
11 |
p. 5061-5094
|
artikel
|
| 50 |
Developing a novel hybrid model for seismic loss prediction of regional-scale buildings
|
Hu, Qidan
|
|
|
|
11 |
p. 5849-5875
|
artikel
|
| 51 |
Development of analytical seismic fragility functions for the common buildings in Iran
|
Karim Zadeh, Zarin
|
|
|
|
11 |
p. 5905-5942
|
artikel
|
| 52 |
Dissipative connections with U-shaped steel plate for braces of concentrically braced frames
|
Henriques, J.
|
|
2019
|
|
11 |
p. 6203-6237
|
artikel
|
| 53 |
Dry-jointed precast concrete frame on rocking or fixed footings under cyclic lateral loading
|
Stathas, Nikolaos
|
|
2017
|
|
11 |
p. 4915-4938
|
artikel
|
| 54 |
Duration effect of near-fault pulse-like ground motions and identification of most suitable duration measure
|
Guo, Guiqiang
|
|
2018
|
|
11 |
p. 5095-5119
|
artikel
|
| 55 |
Earthquake early warning for Portugal: part 1 - Where does it matter?
|
Silva, Vitor
|
|
|
|
11 |
p. 5545-5565
|
artikel
|
| 56 |
Earthquake-induced impact scenario assessment for the historical center of Skikda, Algeria
|
Soltane, Mohamed Abdelali
|
|
|
|
11 |
p. 5677-5719
|
artikel
|
| 57 |
Eccentric installation of splice plates for compressive strength improvement of rectangular hollow section braces
|
Tagawa, Hiroshi
|
|
2018
|
|
11 |
p. 5489-5502
|
artikel
|
| 58 |
Effect of shear strain compatibility and incompatibility approaches in the design of high modulus columns against liquefaction: A case study in Christchurch, New Zealand
|
Demir, Selçuk
|
|
|
|
11 |
p. 5721-5745
|
artikel
|
| 59 |
Effect of the damper property variability on the seismic reliability of linear systems equipped with viscous dampers
|
Dall’Asta, Andrea
|
|
2017
|
|
11 |
p. 5025-5053
|
artikel
|
| 60 |
Effects of near-fault pulse-type ground motions on high-speed railway simply supported bridge and pulse parameter analysis
|
Zhou, Tuo
|
|
|
|
11 |
p. 6167-6192
|
artikel
|
| 61 |
Effects of the filtering action exerted by piles on the seismic response of RC frame buildings
|
de Sanctis, Luca
|
|
2015
|
|
11 |
p. 3259-3275
|
artikel
|
| 62 |
Efficient non-ergodic ground-motion prediction for large datasets
|
Lacour, Maxime
|
|
|
|
11 |
p. 5209-5232
|
artikel
|
| 63 |
Empirical fragility curves for masonry buildings after the 2009 L’Aquila, Italy, earthquake
|
Del Gaudio, Carlo
|
|
2019
|
|
11 |
p. 6301-6330
|
artikel
|
| 64 |
Empirical seismic vulnerability analysis for masonry buildings based on school buildings survey in Iran
|
Azizi-Bondarabadi, Hamed
|
|
2016
|
|
11 |
p. 3195-3229
|
artikel
|
| 65 |
Enhanced nonlinear static analysis with the drift pushover procedure for tall buildings
|
Behnamfar, Farhad
|
|
2016
|
|
11 |
p. 3025-3046
|
artikel
|
| 66 |
Erratum to: Implications of non-synchronous excitation induced by nonlinear site amplification and of soil-structure interaction on the seismic response of multi-span bridges founded on piles
|
Capatti, Maria Chiara
|
|
2017
|
|
11 |
p. 4997
|
artikel
|
| 67 |
Evaluating the efficiency of supplementary rebar system in improving hysteretic damping of self-centering rocking walls
|
Sadeghi, Maedeh
|
|
|
|
11 |
p. 6075-6107
|
artikel
|
| 68 |
Evaluating the performance of nonergodic ground motion models in the ridgecrest area
|
Liu, Chenying
|
|
|
|
11 |
p. 5347-5373
|
artikel
|
| 69 |
Evaluation of code criteria for bridges with unequal pier heights
|
Tamanani, Majid
|
|
2016
|
|
11 |
p. 3151-3174
|
artikel
|
| 70 |
Evaluation of optimal FVDs for inter-storey isolation systems based on surrogate performance models
|
Donà, Marco
|
|
|
|
11 |
p. 4587-4621
|
artikel
|
| 71 |
Evolution of the seismic vulnerability of masonry buildings based on the damage data from L'Aquila 2009 event
|
Del Gaudio, Carlo
|
|
|
|
11 |
p. 4435-4470
|
artikel
|
| 72 |
Experimental, analytical and numerical analysis of the seismic behavior of Large Lightly R/C Walls cast with Wood Blocks System
|
Comodini, F.
|
|
2015
|
|
11 |
p. 3471-3491
|
artikel
|
| 73 |
Exploring the impact of spatial correlations of earthquake ground motions in the catastrophe modelling process: a case study for Italy
|
Schiappapietra, E.
|
|
|
|
11 |
p. 5747-5773
|
artikel
|
| 74 |
Extension of the effective modal seismic design method to generally irregular RC wall structures
|
Wilkinson, Philip J.
|
|
2018
|
|
11 |
p. 5341-5370
|
artikel
|
| 75 |
Fragility curves for light damage of clay masonry walls subjected to seismic vibrations
|
Korswagen, Paul A.
|
|
|
|
11 |
p. 6193-6227
|
artikel
|
| 76 |
Fragility functions for code complying RC frames via best correlated IM–EDP pairs
|
Hancilar, Ufuk
|
|
2015
|
|
11 |
p. 3381-3400
|
artikel
|
| 77 |
Generalized corrective eccentricities for nonlinear static analysis of buildings with framed or braced structure
|
Bosco, Melina
|
|
2017
|
|
11 |
p. 4887-4913
|
artikel
|
| 78 |
Generating damping modification factors after artificial inputs in scenarios of local records scarcity
|
Piscal A., Carlos M.
|
|
2018
|
|
11 |
p. 5371-5396
|
artikel
|
| 79 |
Historical intermediate-depth earthquakes in the southern Aegean Sea Benioff zone: modeling their anomalous macroseismic patterns with stochastic ground-motion simulations
|
Kkallas, Ch.
|
|
2018
|
|
11 |
p. 5121-5150
|
artikel
|
| 80 |
Hysteretic cyclic response of “SDOF-embedded foundation” systems rocking on sand: an experimental study
|
Arabpanahan, Mohammad
|
|
2019
|
|
11 |
p. 5897-5928
|
artikel
|
| 81 |
Impact of vulnerability assumptions and input parameters in urban seismic risk assessment
|
Hoyos, M. C.
|
|
|
|
11 |
p. 4407-4434
|
artikel
|
| 82 |
Implications of non-synchronous excitation induced by nonlinear site amplification and of soil-structure interaction on the seismic response of multi-span bridges founded on piles
|
Capatti, Maria Chiara
|
|
2017
|
|
11 |
p. 4963-4995
|
artikel
|
| 83 |
Indicators for site characterization at seismic station: recommendation from a dedicated survey
|
Cultrera, Giovanna
|
|
|
|
11 |
p. 4171-4195
|
artikel
|
| 84 |
Influence of soil–structure interaction on seismic pounding between steel frame buildings considering the effect of infill panels
|
Elwardany, Hytham
|
|
2019
|
|
11 |
p. 6165-6202
|
artikel
|
| 85 |
Influence of structure–foundation–soil interaction on ground motions recorded within buildings
|
Sotiriadis, Dimitris
|
|
2019
|
|
11 |
p. 5867-5895
|
artikel
|
| 86 |
Interaction of geometry and mechanical property of trapezoidal sedimentary basins with incident SH waves
|
Zhu, Chuanbin
|
|
2016
|
|
11 |
p. 2977-3002
|
artikel
|
| 87 |
Introducing a response-based duration metric and its correlation with structural damages
|
Mashayekhi, Mohammadreza
|
|
2019
|
|
11 |
p. 5987-6008
|
artikel
|
| 88 |
Investigation of explosive compaction (EC) for liquefaction mitigation using CPT records
|
Eslami, Abolfazl
|
|
2015
|
|
11 |
p. 3239-3257
|
artikel
|
| 89 |
Latest findings on the behaviour factor q for the seismic design of URM buildings
|
Morandi, P.
|
|
|
|
11 |
p. 5797-5848
|
artikel
|
| 90 |
Lessons learned from applying varying coefficient model to controlled simulation datasets
|
Meng, Xiaofeng
|
|
|
|
11 |
p. 5151-5174
|
artikel
|
| 91 |
Linear time history analysis for the out-of-plane seismic demand of infill walls in RC framed buildings
|
Angelis, Alessandra De
|
|
2015
|
|
11 |
p. 3325-3352
|
artikel
|
| 92 |
Linking of adjacent three-storey buildings for mitigation of structural pounding during earthquakes
|
Jankowski, Robert
|
|
2016
|
|
11 |
p. 3075-3097
|
artikel
|
| 93 |
Liquefaction and reliquefaction resistance of saturated sand deposits treated with sand compaction piles
|
Padmanabhan, Gowtham
|
|
|
|
11 |
p. 4235-4259
|
artikel
|
| 94 |
Mapping soil liquefaction susceptibility across Europe using the analytic hierarchy process
|
Meisina, C.
|
|
|
|
11 |
p. 5601-5632
|
artikel
|
| 95 |
Nonlinear behavior simulation of soil-structure interaction system via real-time hybrid testing
|
Tang, Zhenyun
|
|
|
|
11 |
p. 6109-6128
|
artikel
|
| 96 |
Nonlinear modeling of cyclic response of RC beam–column joints reinforced by plain bars
|
Adibi, Mahdi
|
|
2018
|
|
11 |
p. 5529-5556
|
artikel
|
| 97 |
Numerical modeling of high-strength steel composite K-eccentrically braced frames and spatial substructure hybrid simulation tests
|
Li, Tengfei
|
|
2019
|
|
11 |
p. 6239-6263
|
artikel
|
| 98 |
On the apparent viscosity of granular soils during liquefaction tests
|
Lirer, Stefania
|
|
2019
|
|
11 |
p. 5809-5824
|
artikel
|
| 99 |
On the number of required response history analyses
|
Kiani, Jalal
|
|
2018
|
|
11 |
p. 5195-5226
|
artikel
|
| 100 |
Out-of-plane seismic retrofitting of masonry walls with Textile Reinforced Mortar composites
|
Santis, Stefano De
|
|
2019
|
|
11 |
p. 6265-6300
|
artikel
|
| 101 |
Overview and introduction to development of non-ergodic earthquake ground-motion models
|
Lavrentiadis, Grigorios
|
|
|
|
11 |
p. 5121-5150
|
artikel
|
| 102 |
Parametric sensitivity study on regional seismic damage prediction of reinforced masonry buildings based on time-history analysis
|
Lu, Xinzheng
|
|
2017
|
|
11 |
p. 4791-4820
|
artikel
|
| 103 |
Passive control of precast building response using cladding panels as dissipative shear walls
|
Scotta, Roberto
|
|
2015
|
|
11 |
p. 3527-3552
|
artikel
|
| 104 |
Performance of vertical drains in liquefaction mitigation under structures
|
García-Torres, Samy
|
|
2019
|
|
11 |
p. 5849-5866
|
artikel
|
| 105 |
Predictive relationships for seismically induced slope displacements using numerical analysis results
|
Fotopoulou, S. D.
|
|
2015
|
|
11 |
p. 3207-3238
|
artikel
|
| 106 |
Probabilistic assessment of seismic-induced slope displacements: an application in Italy
|
Rollo, Fabio
|
|
|
|
11 |
p. 4261-4288
|
artikel
|
| 107 |
Probabilistic residual capacity assessment of mainshock-damaged multi-span simply supported concrete girder bridges subjected to aftershocks
|
Sedaghati, Parshan
|
|
|
|
11 |
p. 6267-6305
|
artikel
|
| 108 |
Pullout tests on the connection to an existing foundation of a steel warehouse rebuilt after the 2012 Emilia (Italy) earthquakes
|
Minghini, Fabio
|
|
|
|
11 |
p. 4369-4405
|
artikel
|
| 109 |
Random field model of sequential ground motions
|
Shen, Jiaxu
|
|
|
|
11 |
p. 5119-5141
|
artikel
|
| 110 |
Refinements to the Silvestri’s theory for the evaluation of the seismic actions in flat-bottom silos containing grain-like material
|
Pieraccini, Luca
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2015
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11 |
p. 3493-3525
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artikel
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Regional seismic damage analysis considering soil–structure cluster interaction using lumped parameter models: a case study of Sichuan University Wangjiang Campus buildings
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Zhang, Bowen
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11 |
p. 4289-4310
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artikel
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Relationships between ground motion parameters and macroseismic intensity for Italy
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Gomez-Capera, Augusto Antonio
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11 |
p. 5143-5164
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artikel
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| 113 |
Residual bending bearing capacity assessment of reinforced concrete column under cyclic loading based on fiber-beam element
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Ma, Juntao
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11 |
p. 4339-4367
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artikel
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| 114 |
Response of reinforced mortar-less interlocking brick wall under seismic loading
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Xie, Guanyu
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11 |
p. 6129-6165
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artikel
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| 115 |
RETRACTED ARTICLE: On the seismic performance of bamboo structure
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Elizabeth, S.
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11 |
p. 5413
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artikel
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| 116 |
Retrofit of non-seismically designed beam-column joints by post-tensioned superelastic shape memory alloy bars
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Yurdakul, Özgür
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2018
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11 |
p. 5279-5307
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artikel
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| 117 |
Revisiting flexural overstrength in RC beam-and-slab floor systems for seismic design and evaluation
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Masoudi, Mostafa
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11 |
p. 5309-5341
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artikel
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| 118 |
Seismic behavior of RC structures with absence of floor slab constraints and large mass turbine as a non-conventional TMD: a case study
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Ding, R.
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2015
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11 |
p. 3401-3422
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artikel
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| 119 |
Seismic behavior of structures equipped with variable friction dissipative (VFD) systems
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Ferrotto, Marco Filippo
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11 |
p. 4623-4639
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artikel
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| 120 |
Seismic fragility analysis of transmission towers considering effects of soil-structure interaction and depth-varying ground motion inputs
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Pan, Haiyang
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11 |
p. 4311-4337
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artikel
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| 121 |
Seismic fragility assessment of integral precast multi-span bridges in areas of moderate seismicity
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Simon, József
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2016
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11 |
p. 3125-3150
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artikel
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| 122 |
Seismic fragility assessment on the post-mainshock damaged shield building considering aftershock duration and damage ratio
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Zhao, Chunfeng
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11 |
p. 6047-6074
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artikel
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| 123 |
Seismic fragility curves of as-built single-span masonry arch bridges
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Tecchio, Giovanni
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2016
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11 |
p. 3099-3124
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artikel
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| 124 |
Seismic performance and fragility curves of historical residential buildings in Lisbon downtown affected by settlements
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Couto, Rita
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11 |
p. 5281-5307
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artikel
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| 125 |
Seismic performance and reinforcement strategy of frame infilled with ESPS block masonry wall: experimental, theoretical and numerical investigation
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Liu, Biao
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11 |
p. 6007-6045
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artikel
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| 126 |
Seismic performance evaluation of traditional timber Hımış frames: capacity spectrum method based assessment
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Aktaş, Yasemin Didem
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2016
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11 |
p. 3175-3194
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artikel
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| 127 |
Seismic performance of end-bearing piled raft with countermeasure strategy against liquefaction using centrifuge model tests
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Fallahzadeh, M.
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2019
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11 |
p. 5929-5961
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artikel
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| 128 |
Seismic performance of full-scale RC columns containing high proportion recycled aggregate
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Saribas, Ilyas
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2019
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11 |
p. 6009-6037
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artikel
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| 129 |
Seismic performance of modular steel frames equipped with shape memory alloy braces
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Sultana, Papia
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2018
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11 |
p. 5503-5527
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artikel
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| 130 |
Seismic performance of RC frame buildings accounting for the out-of-plane behavior of masonry infills
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Gesualdi, G.
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11 |
p. 5343-5381
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artikel
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| 131 |
Seismic response and damage of underground subway station in a slightly sloping liquefiable site
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Chen, Su
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2019
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11 |
p. 5963-5985
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artikel
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| 132 |
Seismic response and energy dissipation of 3D complex steel buildings considering the influence of interior semi-rigid connections: low- medium- and high-rise
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Reyes-Salazar, Alfredo
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2018
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11 |
p. 5557-5590
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artikel
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| 133 |
Seismic stability of two interconnected steel structures freely standing on the floor
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Saraswat, A.
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2016
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11 |
p. 3259-3282
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artikel
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| 134 |
Seismic strengthening of existing RC buildings with external cross-laminated timber (CLT) walls hosting an integrated energetic and architectural renovation
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Badini, Lorenzo
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11 |
p. 5963-6006
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artikel
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| 135 |
Seismic vulnerability assessment and fragility analysis of pre-code masonry buildings in Portugal
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Bernardo, Vasco
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11 |
p. 6229-6265
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artikel
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| 136 |
Seismic vulnerability mitigation of liquefied gas tanks using concave sliding bearings
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Phan, H. N.
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2016
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11 |
p. 3283-3299
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artikel
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| 137 |
Seismological and engineering characteristics of strong motion data from 24 and 26 September 2019 Marmara Sea earthquakes
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Malcioglu, Fatma Sevil
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11 |
p. 5567-5599
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artikel
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| 138 |
Sensitivity analysis of seismic performance assessment and consequent impacts on loss analysis
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Dyanati, Mojtaba
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2017
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11 |
p. 4751-4790
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artikel
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| 139 |
Shaking table test and numerical analysis of single-layer reticulated domes with or without three-dimensional isolation bearing
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Nie, Gui-Bo
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11 |
p. 6327-6348
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artikel
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| 140 |
Shaking table tests and numerical analyses on a scaled dry-joint arch undergoing windowed sine pulses
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Gaetani, Angelo
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2017
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11 |
p. 4939-4961
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artikel
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| 141 |
Simulation of soil liquefaction distribution in downtown Mashiki during 2016 Kumamoto earthquake using nonlinear site response
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Sun, Jikai
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11 |
p. 5633-5675
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| 142 |
Site flatfile of Korea meteorological administration’s seismic stations in Korea
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Cho, Hyung-Ik
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11 |
p. 5775-5795
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| 143 |
Sliding channel cladding connections for precast structures subjected to earthquake action
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Dal Lago, Bruno
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2018
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11 |
p. 5621-5646
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| 144 |
Spatial correlation of systematic effects of non-ergodic ground motion models in the Ridgecrest area
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Liu, Chenying
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11 |
p. 5319-5345
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| 145 |
Special issue of the bulletin of earthquake engineering on non-ergodic ground motion models
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Bozorgnia, Yousef
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11 |
p. 5119-5120
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Spectral acceleration matching procedure with respect to normalization approach
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Amirchoupani, Pouya
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11 |
p. 5165-5191
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| 147 |
Stochastic source, path and site attenuation parameters and associated variabilities for shallow crustal European earthquakes
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Bora, Sanjay Singh
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2017
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11 |
p. 4531-4561
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| 148 |
Strength, deformation capacity and failure modes of RC walls under cyclic loading
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Grammatikou, Sofia
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2015
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11 |
p. 3277-3300
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| 149 |
Structural behavior of buried pipe bends and their effect on pipeline response in fault crossing areas
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Vazouras, Polynikis
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2017
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11 |
p. 4999-5024
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Systematic source, path and site effects on ground motion variability: the case study of Northern Italy
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Lanzano, Giovanni
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2017
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11 |
p. 4563-4583
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| 151 |
System identification and model calibration of multi-story buildings through estimation of vibration time histories at non-instrumented floors
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Kaya, Yavuz
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2015
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11 |
p. 3301-3323
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Tension-only ideal dissipative bracing for the seismic retrofit of precast industrial buildings
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Dal Lago, Bruno
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11 |
p. 4503-4532
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| 153 |
The shear pin strength of friction pendulum bearings (FPB) in simply supported railway bridges
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Jiang, Lizhong
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2019
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11 |
p. 6109-6139
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| 154 |
Three-dimensional simulations of strong ground motion in the Sichuan basin during the Wenchuan earthquake
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Yu, Yanyan
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2017
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11 |
p. 4661-4679
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| 155 |
Threshold seismic energy and liquefaction distance limit during the 2008 Wenchuan earthquake
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Zhou, Yan-Guo
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2018
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11 |
p. 5151-5170
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Topographic proxies from 2-D numerical analyses
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Rai, Manisha
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2016
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Toward an empirical ground motion prediction equation for France: accounting for regional differences in the source stress parameter
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Ameri, Gabriele
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2017
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p. 4681-4717
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Upgrading of reinforced concrete frame using novel detailing technique for progressive collapse prevention
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Zhang, Qiang
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11 |
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Urban modifiers of seismic vulnerability aimed at Urban Zoning Regulations
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Martínez-Cuevas, S.
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2017
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p. 4719-4750
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Wave-passage effects on seismic responses of pile–soil–cable-stayed bridge model under longitudinal non-uniform excitation: shaking table tests and numerical simulations
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Xie, Wen
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11 |
p. 5221-5246
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artikel
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