| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Accidental eccentricity in multistory buildings due to torsional ground motion
|
Basu, Dhiman
|
|
2015
|
|
12 |
p. 3779-3808
|
artikel
|
| 2 |
Advances in rocking core-moment frame analysis
|
Grigorian, Mark
|
|
2017
|
|
12 |
p. 5551-5577
|
artikel
|
| 3 |
A generalized ground-motion model for consistent mainshock–aftershock intensity measures using successive recurrent neural networks
|
Fayaz, Jawad
|
|
|
|
12 |
p. 6467-6486
|
artikel
|
| 4 |
A mechanical-based seismic vulnerability assessment method with an application to masonry structures in Cosenza (Italy)
|
Liguori, Francesco S.
|
|
|
|
12 |
p. 5655-5681
|
artikel
|
| 5 |
Amplification features and observed damages in İzmir (Turkey) due to 2020 Samos (Aegean Sea) earthquake: identifying basin effects and design requirements
|
Makra, Konstantia
|
|
|
|
12 |
p. 4773-4804
|
artikel
|
| 6 |
Analysis of damage mechanisms suffered by Italian fortified buildings hit by earthquakes in the last 40 years
|
Coïsson, Eva
|
|
2017
|
|
12 |
p. 5139-5166
|
artikel
|
| 7 |
Analysis of the seismic behavior of classical multi-drum and monolithic columns
|
Pitilakis, Kyriazis
|
|
2017
|
|
12 |
p. 5281-5307
|
artikel
|
| 8 |
Analytical model for response spectral ratio considering the effect of earthquake scenarios
|
Zhang, Haizhong
|
|
|
|
12 |
p. 5285-5305
|
artikel
|
| 9 |
An emulative cast-in-place monolithic bridge column assembled with precast segments and UHPC materials
|
Zhou, Mi
|
|
|
|
12 |
p. 6991-7014
|
artikel
|
| 10 |
A new method for earthquake-induced damage identification in historic masonry towers combining OMA and IDA
|
Kita, Alban
|
|
|
|
12 |
p. 5307-5337
|
artikel
|
| 11 |
A new simplified approach for assessing nonlinear seismic response of plan-asymmetric structures considering soil-structure interaction
|
Birzhandi, Mohammad S.
|
|
2018
|
|
12 |
p. 6013-6046
|
artikel
|
| 12 |
A nonlinear quadrilateral thin flat layered shell element for the modeling of reinforced concrete wall structures
|
Rojas, F.
|
|
2019
|
|
12 |
p. 6491-6513
|
artikel
|
| 13 |
A novel precast concrete beam-to-column connection with replaceable energy-dissipation connector: Experimental investigation and theoretical analysis
|
Tong, Chao
|
|
|
|
12 |
p. 4911-4943
|
artikel
|
| 14 |
A parametric investigation on applicability of the curved shell finite element model to nonlinear response prediction of planar RC walls
|
Dashti, Farhad
|
|
2019
|
|
12 |
p. 6515-6546
|
artikel
|
| 15 |
Applicability of the direct displacement-based design method to steel moment resisting frames with setbacks
|
Nievas, Cecilia I.
|
|
2015
|
|
12 |
p. 3841-3870
|
artikel
|
| 16 |
Application of an energy-based design procedure in self-centering shear wall systems
|
Song, Ge
|
|
|
|
12 |
p. 5743-5766
|
artikel
|
| 17 |
Application of an in-plane/out-of-plane interaction model for URM infill walls to dynamic seismic analysis of RC frame buildings
|
Longo, Francesco
|
|
2018
|
|
12 |
p. 6163-6190
|
artikel
|
| 18 |
Application of local elasticity continuum damping models in nonlinear dynamic analysis
|
Puthanpurayil, Arun M.
|
|
2018
|
|
12 |
p. 6365-6391
|
artikel
|
| 19 |
Application of nonlocal elasticity continuum damping models in nonlinear dynamic analysis
|
Puthanpurayil, Arun M.
|
|
2018
|
|
12 |
p. 6269-6297
|
artikel
|
| 20 |
Arias intensity attenuation relationship in Sichuan–Yunnan region, China
|
Liu, Ping
|
|
|
|
12 |
p. 6377-6406
|
artikel
|
| 21 |
A rigorous probabilistic seismic hazard model for Southeast China: a case study of Hong Kong
|
Pappin, J. W.
|
|
2015
|
|
12 |
p. 3597-3623
|
artikel
|
| 22 |
A risk-based evaluation of direct displacement-based design
|
van der Burg, Luke
|
|
|
|
12 |
p. 6611-6633
|
artikel
|
| 23 |
A simplified analytical model for U-shaped steel dampers considering horizontal bidirectional deformation
|
Xie, X.
|
|
2018
|
|
12 |
p. 6243-6268
|
artikel
|
| 24 |
A simplified component-based methodology for the seismic vulnerability assessment of school buildings using nonlinear static procedures: application to RC school buildings
|
Fernández, Rafael
|
|
|
|
12 |
p. 6555-6585
|
artikel
|
| 25 |
Assessment of a force–displacement based multiple-vertical-line element to simulate the non-linear axial–shear–flexure interaction behaviour of reinforced concrete walls
|
Isaković, T.
|
|
2019
|
|
12 |
p. 6369-6389
|
artikel
|
| 26 |
Assessment of paleoseismic shaking that caused a sand blow at Fort Dorchester, SC
|
Gheibi, Emad
|
|
2017
|
|
12 |
p. 5119-5137
|
artikel
|
| 27 |
Assessment of seismic design response factors of air traffic control towers
|
Vafaei, Mohammadreza
|
|
2016
|
|
12 |
p. 3441-3461
|
artikel
|
| 28 |
Assessment of the seismic capacity of tall wall buildings using nonlinear finite element modeling
|
Ugalde, David
|
|
2019
|
|
12 |
p. 6565-6589
|
artikel
|
| 29 |
2016–2017 Central Italy seismic sequence: strong-motion data analysis and design earthquake selection for seismic microzonation purposes
|
Luzi, Lucia
|
|
|
|
12 |
p. 5533-5551
|
artikel
|
| 30 |
Comparison of seismic analysis methods applied to a historical church struck by 2009 L’Aquila earthquake
|
Endo, Yohei
|
|
2015
|
|
12 |
p. 3749-3778
|
artikel
|
| 31 |
Comparison study of time-varying seismic fragility of precast segmental and cast-in-place bridge columns in high-speed railway bridges
|
Liang, Yan
|
|
|
|
12 |
p. 6969-6990
|
artikel
|
| 32 |
Computer vision-based automated stiffness loss estimation for seismically damaged non-ductile reinforced concrete moment frames
|
Hamidia, Mohammadjavad
|
|
|
|
12 |
p. 6635-6658
|
artikel
|
| 33 |
Control of Difference of Seismic Response across Different Spans of high-speed railway multi-spans simply supported bridge
|
Zhang, Yuntai
|
|
|
|
12 |
p. 6919-6941
|
artikel
|
| 34 |
Correction to: Earthquake-induced landslide scenarios for seismic microzonation: application to the Accumoli area (Rieti, Italy)
|
Martino, S.
|
|
|
|
12 |
p. 5675-5676
|
artikel
|
| 35 |
Correction to: Guest editorial: seismic microzonation of Central Italy following the 2016–2017 seismic sequence
|
Hailemikael, Salomon
|
|
|
|
12 |
p. 5423
|
artikel
|
| 36 |
Critical orientation of earthquake loading for building performance assessment using lateral force analysis
|
Skoulidou, Despoina
|
|
2017
|
|
12 |
p. 5217-5246
|
artikel
|
| 37 |
CSMM based seismic fragility analysis of shear dominant RC hollow rectangular bridge piers
|
Polimeru, Vijay Kumar
|
|
|
|
12 |
p. 5051-5085
|
artikel
|
| 38 |
Cyclic engagement of hysteretic steel dampers in braced buildings: a parametric investigation
|
Gandelli, Emanuele
|
|
|
|
12 |
p. 5219-5251
|
artikel
|
| 39 |
Cyclic stress–strain behavior of low-diameter reinforcing bars for thin concrete walls
|
Carrillo, Julian
|
|
|
|
12 |
p. 5505-5523
|
artikel
|
| 40 |
Damage assessment by stiffness identification for a full-scale three-story steel moment resisting frame building subjected to a sequence of earthquake excitations
|
Zhou, Cong
|
|
2017
|
|
12 |
p. 5393-5412
|
artikel
|
| 41 |
2-D and 3-D basin site effects in Izmir-Bayrakli during the October 30, 2020 Mw7.0 Samos earthquake
|
Cetin, Kemal Onder
|
|
|
|
12 |
p. 5419-5442
|
artikel
|
| 42 |
Degradation assessment of corroded RC frames using in-structure response spectra from shake table tests and numerical simulation
|
Nagender, T.
|
|
|
|
12 |
p. 5683-5715
|
artikel
|
| 43 |
Development of exposure datasets for earthquake damage and risk modelling: the case study of northern Algeria
|
Kechidi, Smail
|
|
|
|
12 |
p. 5253-5283
|
artikel
|
| 44 |
Discussion on “Array-derived rotational seismic motions: revisited”
|
Basu, D.
|
|
2017
|
|
12 |
p. 5605-5615
|
artikel
|
| 45 |
Displacement-based design of precast hinged portal frames with additional dissipating devices at beam-to-column joints
|
Belleri, Andrea
|
|
|
|
12 |
p. 5161-5190
|
artikel
|
| 46 |
Dissipative devices for earthquake resistant composite steel structures: bolted versus welded solution
|
Valente, Marco
|
|
2016
|
|
12 |
p. 3613-3639
|
artikel
|
| 47 |
Dynamic and probabilistic seismic performance assessment of precast prestressed reinforced concrete frames incorporating slab influence through three-dimensional spatial model
|
Cao, Xu-Yang
|
|
|
|
12 |
p. 6705-6739
|
artikel
|
| 48 |
Dynamic behavior of buildings with non-uniform stiffness along their height assessed through coupled flexural and shear beams
|
Alonso-Rodríguez, Andrés
|
|
2016
|
|
12 |
p. 3463-3483
|
artikel
|
| 49 |
Dynamic characterization of fine-grained soils in Central Italy by laboratory testing
|
Ciancimino, Andrea
|
|
|
|
12 |
p. 5503-5531
|
artikel
|
| 50 |
Earthquake-induced landslide scenarios for seismic microzonation: application to the Accumoli area (Rieti, Italy)
|
Martino, S.
|
|
|
|
12 |
p. 5655-5673
|
artikel
|
| 51 |
Earthquake response and isolation effect analysis for separation type three-dimensional isolated structure
|
Liu, Wenguang
|
|
2018
|
|
12 |
p. 6335-6364
|
artikel
|
| 52 |
Earthquake risk assessment
|
Erdik, Mustafa
|
|
2017
|
|
12 |
p. 5055-5092
|
artikel
|
| 53 |
ECLiq: European interactive catalogue of earthquake-induced soil liquefaction phenomena
|
Bozzoni, Francesca
|
|
|
|
12 |
p. 4719-4744
|
artikel
|
| 54 |
Effectiveness of structural walls in improving the serviceability of a seismically-retrofitted RC building
|
Şimşek, Ahmet
|
|
|
|
12 |
p. 5545-5571
|
artikel
|
| 55 |
Effects of various uncertainties on seismic risk of steel frame equipped with steel panel wall
|
Jiang, Liqiang
|
|
2018
|
|
12 |
p. 5995-6012
|
artikel
|
| 56 |
Empirical ground-motion models adapted to the intensity measure ASA40
|
Koufoudi, E.
|
|
2015
|
|
12 |
p. 3625-3643
|
artikel
|
| 57 |
Empirical seismic vulnerability assessment of Icelandic buildings affected by the 2000 sequence of earthquakes
|
Ioannou, Ioanna
|
|
2018
|
|
12 |
p. 5875-5903
|
artikel
|
| 58 |
Energy-based seismic design for self-centering concrete frames
|
Song, Ge
|
|
|
|
12 |
p. 5113-5137
|
artikel
|
| 59 |
Erratum to: A model for predicting vertical component peak ground acceleration (PGA), peak ground velocity (PGV) and 5% damped pseudospectral acceleration (PSA) for Europe and the Middle East
|
Çağnan, Zehra
|
|
2017
|
|
12 |
p. 5623-5624
|
artikel
|
| 60 |
Estimates for the stiffness, strength and drift capacity of stone masonry walls based on 123 quasi-static cyclic tests reported in the literature
|
Vanin, Francesco
|
|
2017
|
|
12 |
p. 5435-5479
|
artikel
|
| 61 |
Estimating peak dynamic response from pushover type analysis using a semi-empirical method
|
Basu, Dhiman
|
|
2016
|
|
12 |
p. 3409-3440
|
artikel
|
| 62 |
Evaluation of diaphragm conditions in AAC floor structures with RC beams
|
Halici, Omer Faruk
|
|
2018
|
|
12 |
p. 6131-6162
|
artikel
|
| 63 |
Evaluation of the dynamic p–yp loops of pile-supported structures on sloping ground
|
Nguyen, Bao Ngoc
|
|
2018
|
|
12 |
p. 5821-5842
|
artikel
|
| 64 |
Experimental and numerical investigation of the seismic response of precast wall connections
|
Brunesi, E.
|
|
2017
|
|
12 |
p. 5511-5550
|
artikel
|
| 65 |
Experimental investigation on the deformation capacity of lap splices under cyclic loading
|
Tarquini, Danilo
|
|
2019
|
|
12 |
p. 6645-6670
|
artikel
|
| 66 |
Experimental study on seismic behavior of precast concrete column with grouted sleeve connections considering ratios of longitudinal reinforcement and stirrups
|
Liu, Yangqing
|
|
2018
|
|
12 |
p. 6077-6104
|
artikel
|
| 67 |
Extensive surface geophysical prospecting for seismic microzonation
|
Caielli, Grazia
|
|
|
|
12 |
p. 5475-5502
|
artikel
|
| 68 |
Fragility analysis of bridge pier supported on rocking shallow foundation under earthquake loading
|
Deviprasad, B. S.
|
|
|
|
12 |
p. 6901-6917
|
artikel
|
| 69 |
Fragility curves for Italian URM buildings based on a hybrid method
|
Sandoli, A.
|
|
|
|
12 |
p. 4979-5013
|
artikel
|
| 70 |
Fragility functions and floor spectra of RC masonry infilled frames: influence of mechanical properties of masonry infills
|
Blasi, Gianni
|
|
2018
|
|
12 |
p. 6105-6130
|
artikel
|
| 71 |
Generalized force vectors for multi-mode pushover analysis of bridges
|
Perdomo, Camilo
|
|
2017
|
|
12 |
p. 5247-5280
|
artikel
|
| 72 |
Geological and geotechnical models definition for 3rd level seismic microzonation studies in Central Italy
|
Amanti, M.
|
|
|
|
12 |
p. 5441-5473
|
artikel
|
| 73 |
Ground motion prediction in Beirut: a multi-step procedure coupling empirical Green’s functions, ground motion prediction equations and instrumental transfer functions
|
Brax, Marleine
|
|
2016
|
|
12 |
p. 3317-3341
|
artikel
|
| 74 |
Guest editorial: Nonlinear modelling of reinforced concrete structural walls
|
Fischinger, M.
|
|
2019
|
|
12 |
p. 6359-6368
|
artikel
|
| 75 |
Guest editorial: seismic microzonation of Central Italy following the 2016–2017 seismic sequence
|
Hailemikael, Salomon
|
|
|
|
12 |
p. 5415-5422
|
artikel
|
| 76 |
Hazard-dependent soil factors for site-specific elastic acceleration response spectra of Italian and European seismic building codes
|
Andreotti, G.
|
|
2018
|
|
12 |
p. 5769-5800
|
artikel
|
| 77 |
HSM: a synthetic damage-constrained seismic hazard parameter
|
Mori, F.
|
|
|
|
12 |
p. 5631-5654
|
artikel
|
| 78 |
Hybrid approach for simulating shear–flexure interaction in RC walls with nonlinear truss and fiber models
|
Arteta, Carlos A.
|
|
2019
|
|
12 |
p. 6437-6462
|
artikel
|
| 79 |
Improvement of seismic performance of precast frames with cladding panels fastened by energy dissipative steel cushions
|
Özkaynak, Hasan
|
|
|
|
12 |
p. 5339-5367
|
artikel
|
| 80 |
Inelastic behavior of circular concrete-filled steel tubes: monotonic versus cyclic response
|
Serras, Dionisios N.
|
|
2017
|
|
12 |
p. 5413-5434
|
artikel
|
| 81 |
Influence of different mechanical column-foundation connection devices on the seismic behaviour of precast structures
|
Dal Lago, Bruno
|
|
2016
|
|
12 |
p. 3485-3508
|
artikel
|
| 82 |
Investigation of seismic response of liquefiable canyon ground considering topography effect
|
Xie, Libo
|
|
|
|
12 |
p. 6505-6526
|
artikel
|
| 83 |
Investigation of the seismic behaviour of masonry infilled self-centring beam moment frames using a new infill material model
|
Huang, Xiaogang
|
|
|
|
12 |
p. 4887-4910
|
artikel
|
| 84 |
Key factors affecting prediction of seismic pore water pressures in silty sands based on damage parameter
|
Porcino, Daniela D.
|
|
2018
|
|
12 |
p. 5801-5819
|
artikel
|
| 85 |
Liquefaction analysis of soil plugs within large diameter monopiles using numerical modelling
|
Español-Espinel, Carlos
|
|
|
|
12 |
p. 5443-5458
|
artikel
|
| 86 |
Local site effects estimation at Amatrice (Central Italy) through seismological methods
|
Milana, G.
|
|
|
|
12 |
p. 5713-5739
|
artikel
|
| 87 |
Mechanical formulations for bilinear and trilinear hysteretic models used in base isolators
|
Markou, Athanasios A.
|
|
2016
|
|
12 |
p. 3591-3611
|
artikel
|
| 88 |
Modeling criteria of older non-ductile concrete frame–wall buildings
|
Parra, P. F.
|
|
2019
|
|
12 |
p. 6591-6620
|
artikel
|
| 89 |
Multidimensional functionality limit states for seismic resilience analysis of urban buildings
|
Gutiérrez, Juan
|
|
|
|
12 |
p. 5481-5504
|
artikel
|
| 90 |
Multidimensional performance limit state for probabilistic seismic demand analysis
|
Liu, Xiao Xiao
|
|
2016
|
|
12 |
p. 3389-3408
|
artikel
|
| 91 |
Multi-functional solution model for spectrum compatible ground motion record selection using stochastic harmony search algorithm
|
Kayhan, Ali Haydar
|
|
|
|
12 |
p. 6407-6440
|
artikel
|
| 92 |
Multi-level performance-based design optimisation of steel frames with nonlinear viscous dampers
|
De Domenico, Dario
|
|
|
|
12 |
p. 5015-5049
|
artikel
|
| 93 |
New ground-motion prediction equations for significant duration of subduction intraslab and interface earthquakes in Japan
|
Zhao, Yinan
|
|
|
|
12 |
p. 5375-5401
|
artikel
|
| 94 |
Nonlinear cyclic Truss Model for analysis of reinforced concrete coupled structural walls
|
Alvarez, Rodolfo
|
|
2019
|
|
12 |
p. 6419-6436
|
artikel
|
| 95 |
Numerical modeling of the interaction of normal fault and shallow embedded foundation
|
Ashtiani, Mehdi
|
|
|
|
12 |
p. 4805-4832
|
artikel
|
| 96 |
On the potential of using the Mexican National Catalogue of Historical Monuments for assessing the seismic vulnerability of existing buildings: a proof-of-concept study
|
Ramírez Eudave, Rafael
|
|
|
|
12 |
p. 4945-4978
|
artikel
|
| 97 |
Optimum hysteretic damper design for multi-story timber structures represented by an improved pinching model
|
Pu, Wuchuan
|
|
2018
|
|
12 |
p. 6221-6241
|
artikel
|
| 98 |
Performance of seismic steel beam–column moment joints
|
Tapia-Hernández, Edgar
|
|
|
|
12 |
p. 6741-6761
|
artikel
|
| 99 |
Predicting approximate seismic responses in multistory buildings from real-time earthquake source information, for earthquake early warning applications
|
Cremen, Gemma
|
|
|
|
12 |
p. 4865-4885
|
artikel
|
| 100 |
Probabilistic assessment of the vulnerability of reinforced concrete buildings subjected to earthquake induced landslides
|
Fotopoulou, S. D.
|
|
2017
|
|
12 |
p. 5191-5215
|
artikel
|
| 101 |
Probabilistic seismic hazard model for Cairo, Egypt: estimates and uncertainties
|
Adly, Ashraf
|
|
2018
|
|
12 |
p. 5697-5733
|
artikel
|
| 102 |
Probabilistic seismic performance evaluation of SMA-braced steel frames considering SMA brace failure
|
Shi, Fei
|
|
2018
|
|
12 |
p. 5937-5962
|
artikel
|
| 103 |
Proposal of an empirical site classification method based on target simulated horizontal over vertical spectral ratio
|
Laouami, Nasser
|
|
2018
|
|
12 |
p. 5843-5874
|
artikel
|
| 104 |
Quality assessment for site characterization at seismic stations
|
Di Giulio, Giuseppe
|
|
|
|
12 |
p. 4643-4691
|
artikel
|
| 105 |
Quantifying the impact of normalized period on seismic demand model of ductile columns under pulse-like ground motions
|
Zhong, Jian
|
|
|
|
12 |
p. 6789-6812
|
artikel
|
| 106 |
Realistic behavior of infilled steel frames in seismic events: experimental and analytical study
|
Faraji Najarkolaie, Kaveh
|
|
2017
|
|
12 |
p. 5365-5392
|
artikel
|
| 107 |
Recent developments for the seismic risk assessment
|
Castelli, Francesco
|
|
2017
|
|
12 |
p. 5093-5117
|
artikel
|
| 108 |
Reply to: discussion on “Array-derived rotational seismic motions: revisited” by Basu et al.
|
Castellani, Alberto
|
|
2017
|
|
12 |
p. 5617-5621
|
artikel
|
| 109 |
Response of nonconforming RC shear walls with smooth bars under quasi-static cyclic loading
|
Olabi, Muhammed Nadir
|
|
|
|
12 |
p. 6683-6704
|
artikel
|
| 110 |
Robustness of multi-mode control using tuned mass dampers for seismically excited structures
|
Gill, Deepika
|
|
2017
|
|
12 |
p. 5579-5603
|
artikel
|
| 111 |
Rupture parameter sensitivity of low frequency ground motion response spectra using synthetic scenarios in North Chile
|
Fortuño, Catalina
|
|
|
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12 |
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Seismic assessment of RC structures having shape memory alloys rebar and strengthened using CFRP sheets in terms of fragility curves
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Hojatirad, A.
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12 |
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Seismic assessment of URM pier spandrel systems via efficient computational modeling strategies
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Pulatsu, Bora
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Seismic behavior of composite steel/concrete MRFs: deformation assessment and behavior factors
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Skalomenos, Konstantinos A.
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2015
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Seismic behavior of precast reinforced concrete column-to-foundation grouted duct connections
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Hofer, Lorenzo
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Seismic behaviour of masonry buildings built of low compressive strength units
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Triller, Petra
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2018
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12 |
p. 6191-6219
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Seismic damage scenarios in Lefkas old town (W. Greece)
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Kassaras, I.
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2015
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12 |
p. 3669-3711
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Seismic deformation of reinforced concrete piers corroded by saline soil
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Deng, Yihan
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12 |
p. 6763-6788
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Seismic floor isolation using recycled tires for essential buildings in developing countries
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Morales, Enrique
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2018
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12 |
p. 6299-6333
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Seismic fragility assessment of building-type structures in oil refineries
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Kazantzi, A. K.
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12 |
p. 6853-6876
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Seismic fragility assessment of high-rise stacks in oil refineries
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Karaferis, N. D.
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12 |
p. 6877-6900
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Seismic microzoning map: approaches, results and applications after the 2016–2017 Central Italy seismic sequence
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Pergalani, F.
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12 |
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Seismic performance evaluation of steel circular hollow section bridge piers with corroded ends
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Zhang, Qiang
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12 |
p. 5625-5653
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Seismic performance of pre-fabricated segmental bridges with an innovative layered-UHPC connection
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WANG, Ruilong
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12 |
p. 6943-6967
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artikel
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| 125 |
Seismic performance of RC buildings during the MW7.8 Muisne (Ecuador) earthquake on April 2016: field observations and case study
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Kagermanov, Alexander
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2017
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12 |
p. 5167-5189
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artikel
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| 126 |
Seismic performance of RC frames with different column-to-beam flexural strength ratios under the excitation of pulse-like and non-pulse-like ground motion
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Zuo, Zhanxuan
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12 |
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Seismic performance of steel friction connections considering direct-repair costs
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Yeow, T. Z.
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2018
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12 |
p. 5963-5993
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| 128 |
Seismic performance validation for RC building structures damaged by Durres earthquake, Mw6.4, 26 November 2019, Albania
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Vitanova, M.
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12 |
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Seismic response distribution expressions for rocking building contents under ordinary ground motions
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Kazantzi, A. K.
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12 |
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| 130 |
Seismic response of masonry-infilled steel frames via multi-scale finite-element analyses
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Margiacchi, Federico
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2016
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12 |
p. 3529-3546
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Seismic response prediction of reinforced concrete buildings through nonlinear combinations of intensity measures
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Fiore, Alessandra
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2018
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12 |
p. 6047-6076
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Seismic responses of a large underground structure in liquefied soils by FEM numerical modelling
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Zhuang, Haiyang
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2015
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12 |
p. 3645-3668
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| 133 |
Seismological analyses of the seismic microzonation of 138 municipalities damaged by the 2016–2017 seismic sequence in Central Italy
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Priolo, E.
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12 |
p. 5553-5593
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| 134 |
Shake table tests and numerical studies on buckling-restrained braces as a seismic resilient measure for reinforced concrete twin-column tall bents
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Xie, Wen
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12 |
p. 5717-5741
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| 135 |
Shaking table test of an RC frame considering horizontal and vertical ground motions
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Zuo, Zhanxuan
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12 |
p. 5525-5544
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artikel
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| 136 |
Shaking table test on a full scale URM cavity wall building
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Graziotti, F.
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2017
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12 |
p. 5329-5364
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artikel
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| 137 |
Shaking table tests on the seismic performance of a flexible wall retaining EPS composite soil
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Gao, Hongmei
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2017
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12 |
p. 5481-5510
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artikel
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| 138 |
Shear–flexure-interaction models for planar and flanged reinforced concrete walls
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Kolozvari, Kristijan
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2019
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12 |
p. 6391-6417
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artikel
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Simplified approximate approach to dynamic interaction between a cluster of piled structures
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Zou, Hongyun
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12 |
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Simulation of the earthquake-induced collapse of a school building in Turkey in 2011 Van Earthquake
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Bal, İhsan Engin
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2016
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12 |
p. 3509-3528
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Site amplification in the Kathmandu Valley during the 2015 M7.6 Gorkha, Nepal earthquake
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Tallett-Williams, S.
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2016
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12 |
p. 3301-3315
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Site amplification in the Kathmandu Valley during the 2015 M7.6 Gorkha, Nepal earthquake
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Tallett-Williams, S.
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12 |
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Site response analyses for complex geological and morphological conditions: relevant case-histories from 3rd level seismic microzonation in Central Italy
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Pagliaroli, A.
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12 |
p. 5741-5777
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| 144 |
Site-specific seismic hazard analyses in the Izmit region (Marmara, Turkey) through passive seismic tests
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Altindal, Abdullah
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12 |
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Spatial correlation of broadband earthquake ground motion in Norcia (Central Italy) from physics-based simulations
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Schiappapietra, Erika
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Spectral decomposition of S-waves in investigating regional dependent attenuation and improving site amplification factors: A case study in western Greece
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Grendas, I.
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12 |
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Statistics of seismic events at the Groningen field
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Nepveu, M.
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2016
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12 |
p. 3343-3362
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Study on the accuracy of practical functions for R/C wall by a developed database of experimental test results
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Kusunoki, Koichi
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2019
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12 |
p. 6621-6644
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The attenuation of macroseismic intensity in the volcanic island of Ischia (Gulf of Naples, Italy): comparison between deterministic and probabilistic models and application to seismic scenarios
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Azzaro, R.
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12 |
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| 150 |
The effects of L’Aquila earthquake on the St. Gemma church in Goriano Sicoli: part I—damage survey and kinematic analysis
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Criber, Emanuela
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2015
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12 |
p. 3713-3732
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| 151 |
The effects of L’aquila earthquake on the St. Gemma church in Goriano Sicoli: part II—fem analysis
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Brando, Giuseppe
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2015
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12 |
p. 3733-3748
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The 2013 European Seismic Hazard Model: key components and results
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Woessner, Jochen
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2015
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12 |
p. 3553-3596
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The fixed-strut-angle finite element (FSAFE) model for reinforced concrete structural walls
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Gullu, M. Fethi
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2019
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12 |
p. 6463-6489
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The influence of the 3D morphology and cavity network on the seismic response of Castelnuovo hill to the 2009 Abruzzo earthquake
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Evangelista, Lorenza
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2016
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12 |
p. 3363-3387
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The influence of the geometrical features on the seismic response of historical churches reinforced by different cross lam roof-solutions
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Longarini, Nicola
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12 |
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The Italian approach to seismic microzonation
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Moscatelli, Massimiliano
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12 |
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The Italian guidelines for seismic risk classification of constructions: technical principles and validation
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Cosenza, Edoardo
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p. 5905-5935
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The 30 October 2020, M7.0 Samos Island (Eastern Aegean Sea) Earthquake: effects of source rupture, path and local-site conditions on the observed and simulated ground motions
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Akinci, A.
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12 |
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Theoretical approaches for modelling buckling effects in rebars of RC members
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Minafò, Giovanni
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2017
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The randomized Gutenberg–Richter model: a recurrence model based on extreme value theory—impacts on probabilistic seismic hazard analyses and comparison with the standard approach
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Dutfoy, Anne
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12 |
p. 6349-6376
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The Reticulatus method for shear strengthening of fair-faced masonry
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Corradi, Marco
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2016
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The seismic microzonation study of Pescara del Tronto (Central Italy) during and after the Central Italy earthquake sequence.
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Amanti, M.
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Towards a microzonation of the Greater Beirut area: an instrumental approach combining earthquake and ambient vibration recordings
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Brax, Marleine
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2018
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12 |
p. 5735-5767
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Track structural damage index for high-speed railway girder bridges considering residual deformations due to earthquake
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Hu, Zhangliang
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12 |
p. 6587-6609
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Understanding the cyclic response of RC walls with setback discontinuities through a finite element model and a strut-and-tie model
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Massone, Leonardo M.
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2019
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12 |
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Urban seismic scenario-based risk analysis using empirical fragility curves for Kerend-e-gharb after Mw 7.3, 2017 Iran earthquake
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Biglari, Mahnoosh
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Use of rubberised backfills for improving the seismic response of integral abutment bridges
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Argyroudis, Sotiris
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2016
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12 |
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Vulnerability assessment and feasibility analysis of seismic strengthening of school buildings
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Chrysostomou, C. Z.
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2015
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12 |
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artikel
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