nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A class-oriented mechanical approach for seismic damage assessment of RC buildings subjected to the 2009 L’Aquila earthquake
|
Del Gaudio, Carlo |
|
2018 |
|
10 |
p. 4581-4605 |
artikel |
2 |
A computational platform to assess liquefaction-induced loss at critical infrastructures scale
|
Meslem, A. |
|
|
|
10 |
p. 4083-4114 |
artikel |
3 |
A 3D continuum FE-model for predicting the nonlinear response and failure modes of RC frames in pushover analyses
|
Azadi Kakavand, Mohammad Reza |
|
2018 |
|
10 |
p. 4893-4917 |
artikel |
4 |
A field trial to test the efficiency of induced partial saturation and horizontal drains to mitigate the susceptibility of soils to liquefaction
|
Flora, A. |
|
|
|
10 |
p. 3835-3864 |
artikel |
5 |
Ambient vibration testing and seismic fragility analysis of masonry building aggregates
|
Bernardo, Vasco Miguel Serrano |
|
|
|
10 |
p. 5047-5071 |
artikel |
6 |
An eco-sustainable innovative geotechnical technology for the structures seismic isolation, investigated by FEM parametric analyses
|
Abate, Glenda |
|
|
|
10 |
p. 4851-4875 |
artikel |
7 |
A new modified independent modal space control approach toward control of seismic-excited structures
|
Etedali, Sadegh |
|
2017 |
|
10 |
p. 4215-4243 |
artikel |
8 |
A new region-specific empirical model for prediction of ground motion significant duration in Turkey
|
Yaghmaei-Sabegh, Saman |
|
|
|
10 |
p. 4919-4936 |
artikel |
9 |
An improved response spectrum method for non-classically damped systems
|
Chen, Huating |
|
2017 |
|
10 |
p. 4375-4397 |
artikel |
10 |
A numerical study on seismic damage of masonry fortresses
|
Castori, Giulio |
|
2018 |
|
10 |
p. 4561-4580 |
artikel |
11 |
A partially non-ergodic ground-motion prediction equation for Europe and the Middle East
|
Kuehn, Nicolas M. |
|
2016 |
|
10 |
p. 2629-2642 |
artikel |
12 |
Applicability of ground-motion prediction equations to a Greek within-slab earthquake dataset
|
Skarlatoudis, Andreas A. |
|
2017 |
|
10 |
p. 3987-4008 |
artikel |
13 |
Approximate coseismic displacements and near-field fling pulse from the Mw 6.5 30 October 2016 Central Italy earthquake
|
Whitney, Reeves |
|
2018 |
|
10 |
p. 4467-4495 |
artikel |
14 |
A risk-targeted approach for the seismic design of bridge piers
|
Turchetti, Francesca |
|
|
|
10 |
p. 4923-4950 |
artikel |
15 |
A robust empirical model to estimate earthquake-induced excess pore water pressure in saturated and non-saturated soils
|
Mele, Lucia |
|
|
|
10 |
p. 3865-3893 |
artikel |
16 |
A simplified vulnerability model for the extensive liquefaction risk assessment of buildings
|
Paolella, Luca |
|
|
|
10 |
p. 3933-3961 |
artikel |
17 |
Assessment of ground motion selection criteria specified in current seismic provisions with an accurate selection algorithm
|
Han, Sang Whan |
|
2017 |
|
10 |
p. 4113-4132 |
artikel |
18 |
Automated assessment of macroseismic intensity from written sources using the fuzzy sets
|
Vannucci, Gianfranco |
|
2015 |
|
10 |
p. 2769-2803 |
artikel |
19 |
BSHAP seismic source characterization models for the Western Balkan region
|
Mihaljević, Jadranka |
|
2017 |
|
10 |
p. 3963-3985 |
artikel |
20 |
Central Italy sequence: simulated damage scenario for the main 2016 shocks
|
Borzi, Barbara |
|
2018 |
|
10 |
p. 5559-5581 |
artikel |
21 |
Centrifuge modelling of the seismic performance of soft buried barriers
|
Nappa, Valeria |
|
2016 |
|
10 |
p. 2881-2901 |
artikel |
22 |
Characterizing site-specific ground motion at great depth in a low seismicity region: challenges and perspectives for a nuclear waste repository project
|
Ameri, Gabriele |
|
|
|
10 |
p. 4755-4787 |
artikel |
23 |
Circular tunnels in sand: dynamic response and efficiency of seismic analysis methods at extreme lining flexibilities
|
Tsinidis, Grigorios |
|
2016 |
|
10 |
p. 2903-2929 |
artikel |
24 |
Comparison of horizontal ground displacements in Avonside area, Christchurch from air photo, LiDAR and satellite measurements regarding pipeline damage assessment
|
Toprak, S. |
|
2018 |
|
10 |
p. 4497-4514 |
artikel |
25 |
Comparison of online model updating methods in pseudo-dynamic hybrid simulations of TADAS frames
|
Mohagheghian, Kamal |
|
2017 |
|
10 |
p. 4453-4474 |
artikel |
26 |
Conversion factors for design spectral accelerations including soil–structure interaction
|
Behnamfar, Farhad |
|
2016 |
|
10 |
p. 2731-2755 |
artikel |
27 |
Correction to: An interdisciplinary investigation of the seismic performance of a historic tower in Istanbul during the 1999 Kocaeli earthquake
|
Somma, Fausto |
|
|
|
10 |
p. 5117 |
artikel |
28 |
Correction to: Observations from the March 2021 Thessaly Earthquakes: an earthquake engineering perspective for masonry structures
|
Sarhosis, V. |
|
|
|
10 |
p. 5517-5518 |
artikel |
29 |
Correction to: Performance of RC cast-in-place buildings during the November 26, 2019 Albania earthquake
|
Marinković, Marko |
|
|
|
10 |
p. 5481-5482 |
artikel |
30 |
Correction to: Reconnaissance of geotechnical aspects of the 2016 Central Italy earthquakes
|
Lanzo, G. |
|
2018 |
|
10 |
p. 5533 |
artikel |
31 |
Correction to: SAP-sand mixtures as a geotechnical seismic isolation technology: from the dynamic characterization to a simple analytical design approach
|
Somma, Fausto |
|
|
|
10 |
p. 5115 |
artikel |
32 |
Correction to: The probabilistic seismic hazard assessment of Germany—version 2016, considering the range of epistemic uncertainties and aleatory variability
|
Grünthal, Gottfried |
|
2018 |
|
10 |
p. 4397-4398 |
artikel |
33 |
Critical evaluation of the customisation process of the UNDRR disaster resilience scorecard for cities to earthquake-induced soil liquefaction disaster events
|
Jones, Keith |
|
|
|
10 |
p. 4115-4143 |
artikel |
34 |
Cyclic experiments and global buckling design of steel-angle-assembled buckling-restrained braces
|
Tong, Jing-Zhong |
|
|
|
10 |
p. 5107-5133 |
artikel |
35 |
Cyclic testing and analysis of a full-scale cast-in-place reinforced concrete wall-slab-wall structure
|
Brunesi, E. |
|
2018 |
|
10 |
p. 4761-4796 |
artikel |
36 |
Damage accumulation modelling of two reinforced concrete buildings under seismic sequences
|
Oyguc, Resat |
|
|
|
10 |
p. 4993-5015 |
artikel |
37 |
Damage assessment and the effectiveness of prevention: the response of ordinary unreinforced masonry buildings in Norcia during the Central Italy 2016–2017 seismic sequence
|
Sisti, R. |
|
2018 |
|
10 |
p. 5609-5629 |
artikel |
38 |
Damage-based yield point spectra for sequence-type ground motions
|
Zhang, Yongqun |
|
|
|
10 |
p. 4705-4724 |
artikel |
39 |
Damage to churches in the 2016 central Italy earthquakes
|
Penna, Andrea |
|
2019 |
|
10 |
p. 5763-5790 |
artikel |
40 |
Deriving fragility functions from bilinearized capacity curves for earthquake scenario modelling using the conditional spectrum
|
Michel, Clotaire |
|
2018 |
|
10 |
p. 4639-4660 |
artikel |
41 |
Development of wood and steel diaphragm hysteretic connector database for performance-based earthquake engineering
|
Koliou, Maria |
|
2017 |
|
10 |
p. 4319-4347 |
artikel |
42 |
Diagonal cracking shear strength of unreinforced masonry panels: a correction proposal of the b shape factor
|
Betti, Michele |
|
2015 |
|
10 |
p. 3151-3186 |
artikel |
43 |
Direct displacement-based design of special concentrically-braced frames in near-fault regions
|
Yahyai, Mahmood |
|
2015 |
|
10 |
p. 2945-2971 |
artikel |
44 |
Dispersion reduction of the analyses data for more reliable fragility curves of selected electric substations equipment
|
Mohammadpour, Saman |
|
|
|
10 |
p. 5519-5544 |
artikel |
45 |
Drift and rotation demands in steel frames incorporating degradation effects
|
Bravo-Haro, M. A. |
|
2018 |
|
10 |
p. 4919-4950 |
artikel |
46 |
2D site response analysis of a cultural heritage: the case study of the site of Santa Maria di Collemaggio Basilica (L’Aquila, Italy)
|
Amoroso, Sara |
|
2018 |
|
10 |
p. 4443-4466 |
artikel |
47 |
Dynamic behaviour of Tagus River sand including liquefaction
|
Miranda, Luís |
|
|
|
10 |
p. 4581-4604 |
artikel |
48 |
Dynamic testing of a four-storey building with reinforced concrete and unreinforced masonry walls: prediction, test results and data set
|
Beyer, K. |
|
2015 |
|
10 |
p. 3015-3064 |
artikel |
49 |
Effects of panel zone yielding on seismic behavior of welded-flange-plate connections
|
Kosarieh, Amir Homayoon |
|
2016 |
|
10 |
p. 2805-2825 |
artikel |
50 |
Effects of seismic input, fine crust and existing structure on liquefaction from centrifuge model tests
|
Fioravante, V. |
|
|
|
10 |
p. 3807-3833 |
artikel |
51 |
Effects of size and position of openings on in-plane capacity of unreinforced masonry walls
|
Liu, Zhen |
|
|
|
10 |
p. 4783-4812 |
artikel |
52 |
Empirical correlations of constant ductility seismic input and hysteretic energies with conventional intensity measures
|
Hasanoğlu, Serkan |
|
|
|
10 |
p. 4905-4922 |
artikel |
53 |
Evaluation of amplitude-scaled and spectrum-matched motions to estimate ground-motion amplification factors
|
Li, Bo |
|
|
|
10 |
p. 4659-4679 |
artikel |
54 |
Evaluation of the seismic performance factors for steel diagrid structural systems using FEMA P-695 and ATC-19 procedures
|
Rofooei, Fayaz R. |
|
|
|
10 |
p. 4873-4910 |
artikel |
55 |
Experimental evaluation of the in-plane behaviour of masonry wall infilled RC frames
|
Suzuki, Tomomi |
|
2017 |
|
10 |
p. 4245-4267 |
artikel |
56 |
Experimental seismic performance of a reduce-scale stone masonry loess cave with traditional buildings
|
Zhao, Xiangbi |
|
|
|
10 |
p. 5233-5267 |
artikel |
57 |
Experimental seismic shear force amplification in scaled RC cantilever shear walls with base irregularities
|
Jimenez, Francisco J. |
|
2018 |
|
10 |
p. 4735-4760 |
artikel |
58 |
Experimental study on behavior of anchored external shear wall panel connections
|
Solak, Adem |
|
2015 |
|
10 |
p. 3065-3081 |
artikel |
59 |
Fault displacement hazard estimation at lifeline–fault crossings: A simplified approach for engineering applications
|
Melissianos, Vasileios E. |
|
|
|
10 |
p. 4821-4849 |
artikel |
60 |
Force reduction factors for steel buildings with welded and post-tensioned connections
|
Reyes-Salazar, Alfredo |
|
2016 |
|
10 |
p. 2827-2858 |
artikel |
61 |
Fragility curves for old masonry building types in Lisbon
|
Simões, Ana |
|
2015 |
|
10 |
p. 3083-3105 |
artikel |
62 |
Full-scale cyclic test of a Japanese post and beam wood shearwall assembly
|
Yenidogan, Cem |
|
|
|
10 |
p. 4985-5008 |
artikel |
63 |
Geological and geotechnical investigation of the seismic ground response characteristics in some urban and suburban sites in Chile exposed to large seismic threats
|
Maringue, Jose |
|
|
|
10 |
p. 4895-4918 |
artikel |
64 |
Geophysical and engineering analysis of different earthquake damage in Pescara del Tronto and Vezzano (Arquata del Tronto Municipality) following the 24th August 2016 central Italy earthquake
|
Vignola, Luigi |
|
2018 |
|
10 |
p. 5471-5493 |
artikel |
65 |
Graphic dynamic prediction of polarized earthquake incidence response for plan-irregular single story buildings
|
Faggella, M. |
|
2018 |
|
10 |
p. 4971-5001 |
artikel |
66 |
Guest editorial: the 2016 central Italy earthquakes
|
Masi, Angelo |
|
2019 |
|
10 |
p. 5393-5397 |
artikel |
67 |
Impact of seismic excitation direction on the fragility analysis of horizontally curved concrete bridges
|
Feng, Ruiwei |
|
2018 |
|
10 |
p. 4705-4733 |
artikel |
68 |
Improving the resilience of existing built assets to earthquake induced liquefaction disaster events
|
Jones, Keith G. |
|
|
|
10 |
p. 4145-4169 |
artikel |
69 |
Influence of wood infill walls on the seismic performance of Chinese traditional timber structure by shaking table tests
|
Xie, Qifang |
|
|
|
10 |
p. 5009-5029 |
artikel |
70 |
In situ characterization of nonlinear soil behavior of vertical ground motion using KiK-net data
|
Shi, Yang |
|
|
|
10 |
p. 4605-4627 |
artikel |
71 |
Investigation on damage progression during the 2016–2017 seismic sequence in Central Italy using the European Macroseismic Scale (EMS-98)
|
Graziani, L. |
|
2019 |
|
10 |
p. 5535-5558 |
artikel |
72 |
Large-scale shaking table test and three-dimensional numerical simulation research on earthquake seismic failure response of laterally spreading site-pile group-superstructure system
|
Pan, Rujiang |
|
|
|
10 |
p. 4789-4819 |
artikel |
73 |
Liquefaction fragility of sewer pipes derived from the case study of Urayasu (Japan)
|
Baris, Anna |
|
|
|
10 |
p. 3963-3986 |
artikel |
74 |
Megazonation of earthquake-induced soil liquefaction hazard in continental Europe
|
Bozzoni, F. |
|
|
|
10 |
p. 4059-4082 |
artikel |
75 |
Multi-platform simulation of infilled shear-critical reinforced concrete frames subjected to earthquake excitations
|
Huang, Xu |
|
|
|
10 |
p. 5323-5348 |
artikel |
76 |
Near-source effects on the ground motion occurred at the Conza Dam site (Italy) during the 1980 Irpinia earthquake
|
Dello Russo, Angelo |
|
2017 |
|
10 |
p. 4009-4037 |
artikel |
77 |
Nonlinear dynamic response of stone masonry minarets under harmonic excitation
|
Çaktı, Eser |
|
|
|
10 |
p. 4813-4838 |
artikel |
78 |
Nonlinearity and strength in 1D site response analyses: a simple constitutive approach
|
Conti, Riccardo |
|
|
|
10 |
p. 4629-4657 |
artikel |
79 |
Numerical and experimental evaluation of site effects at ridges characterized by complex geological setting
|
Pagliaroli, Alessandro |
|
2015 |
|
10 |
p. 2841-2865 |
artikel |
80 |
Numerical investigation of the influence of cross-sectional shape and corrosion damage on failure mechanisms of RC bridge piers under earthquake loading
|
Afsar Dizaj, Ebrahim |
|
|
|
10 |
p. 4939-4961 |
artikel |
81 |
Numerical modelling of the effect of horizontal drains in centrifuge tests on soil-structure interaction in liquefiable soils
|
Fasano, Gianluca |
|
|
|
10 |
p. 3895-3931 |
artikel |
82 |
Numerical study on seismic behavior of precast bridge columns with large-diameter bars and UHPC grout considering the bar-slip effect
|
Wang, Zhen |
|
|
|
10 |
p. 4963-4984 |
artikel |
83 |
Observational fragility functions for residential stone masonry buildings in Nepal
|
Gautam, Dipendra |
|
2018 |
|
10 |
p. 4661-4673 |
artikel |
84 |
Observations from the March 2021 Thessaly Earthquakes: an earthquake engineering perspective for masonry structures
|
Sarhosis, V. |
|
|
|
10 |
p. 5483-5515 |
artikel |
85 |
Observed and predicted earthquake damage scenarios: the case study of Pettino (L’Aquila) after the 6th April 2009 event
|
Del Gaudio, Carlo |
|
2016 |
|
10 |
p. 2643-2678 |
artikel |
86 |
Optimal design of the seismic retrofitting of reinforced concrete framed structures using BRBs
|
Velasco, Luis |
|
|
|
10 |
p. 5135-5160 |
artikel |
87 |
Optimal intensity measure based on spectral acceleration for P-delta vulnerable deteriorating frame structures in the collapse limit state
|
Adam, Christoph |
|
2017 |
|
10 |
p. 4349-4373 |
artikel |
88 |
Optimization of infill panel for seismic response of multi-story RC frame buildings utilizing multi criteria optimization technique
|
El Zareef, Mohamed A. |
|
2018 |
|
10 |
p. 4951-4970 |
artikel |
89 |
Optimum weighted arithmetic means of peak- and spectral-based intensity measures for probabilistic seismic demand modeling of modularized suspended buildings
|
Ye, Zhihang |
|
|
|
10 |
p. 5383-5426 |
artikel |
90 |
Out-of-plane reinforcement of masonry walls using joint-embedded steel cables
|
Corradi, Marco |
|
|
|
10 |
p. 4755-4782 |
artikel |
91 |
Out-of-plane shake-table tests of strengthened multi-leaf stone masonry walls
|
Giaretton, Marta |
|
2017 |
|
10 |
p. 4299-4317 |
artikel |
92 |
Parametric study on the effect of structural and geotechnical properties on the seismic performance of integral bridges
|
Erhan, Semih |
|
2017 |
|
10 |
p. 4163-4191 |
artikel |
93 |
Performance-based optimisation of RC frames with friction wall dampers using a low-cost optimisation method
|
Nabid, Neda |
|
2018 |
|
10 |
p. 5017-5040 |
artikel |
94 |
Performance based probabilistic seismic risk assessment for urban heritage. An example in Pla del Remei Area (Valencia)
|
Guardiola-Víllora, Arianna |
|
|
|
10 |
p. 4951-4991 |
artikel |
95 |
Performance of RC cast-in-place buildings during the November 26, 2019 Albania earthquake
|
Marinković, Marko |
|
|
|
10 |
p. 5427-5480 |
artikel |
96 |
Performance of the healthcare facilities during the 2016–2017 Central Italy seismic sequence
|
Santarsiero, G. |
|
2018 |
|
10 |
p. 5701-5727 |
artikel |
97 |
Pin-supported walls as seismic retrofit for existing RC frames: feasibility and preliminary design
|
Casprini, Elena |
|
|
|
10 |
p. 5349-5381 |
artikel |
98 |
Plastic hinge analysis for lightly reinforced and unconfined concrete structural walls
|
Hoult, Ryan D. |
|
2018 |
|
10 |
p. 4825-4860 |
artikel |
99 |
Practical Modal Pushover Design of one-way asymmetric-plan reinforced concrete wall buildings for unidirectional ground motion
|
Wilkinson, Philip J. |
|
2015 |
|
10 |
p. 2915-2944 |
artikel |
100 |
Preliminary prediction of damage to residential buildings following the 21st August 2017 Ischia earthquake
|
Del Gaudio, Carlo |
|
2018 |
|
10 |
p. 4607-4637 |
artikel |
101 |
Preliminary ranking of alternative scalar and vector intensity measures of ground shaking
|
Ebrahimian, Hossein |
|
2015 |
|
10 |
p. 2805-2840 |
artikel |
102 |
Proposal for a new site classification tool using microtremor data
|
Laouami, Nasser |
|
|
|
10 |
p. 4681-4704 |
artikel |
103 |
Pseudodynamic testing of a full-size two-story reinforced concrete frame retrofitted with an H-section steel frame installed using a length-adjustment control box
|
Jung, Ju-Seong |
|
|
|
10 |
p. 4911-4938 |
artikel |
104 |
RC jacketing parameters to retrofit highway bridges
|
Jara, J. M. |
|
2016 |
|
10 |
p. 2859-2880 |
artikel |
105 |
Reassessment of intensity estimates from vulnerability and damage distributions: the 2011 Lorca earthquake
|
Martínez-Cuevas, S. |
|
2016 |
|
10 |
p. 2679-2703 |
artikel |
106 |
Reconnaissance and learning after the February 6, 2018, earthquake in Hualien, Taiwan
|
Lin, Jui-Liang |
|
|
|
10 |
p. 4725-4754 |
artikel |
107 |
Reconnaissance of geotechnical aspects of the 2016 Central Italy earthquakes
|
Lanzo, G. |
|
2018 |
|
10 |
p. 5495-5532 |
artikel |
108 |
Remarks on damage and response of school buildings after the Central Italy earthquake sequence
|
Di Ludovico, M. |
|
2018 |
|
10 |
p. 5679-5700 |
artikel |
109 |
Response surface analysis and optimization of controlled rocking steel braced frames
|
Moradi, Saber |
|
2018 |
|
10 |
p. 4861-4892 |
artikel |
110 |
Seismic actions on structures in the near-source region of the 2016 central Italy sequence
|
Iervolino, Iunio |
|
2017 |
|
10 |
p. 5429-5447 |
artikel |
111 |
Seismic assessment and rehabilitation of a RC structure under mainshock-aftershock seismic sequences using beam-column bonded CFRP strategy
|
Soureshjani, Omid Karimzade |
|
|
|
10 |
p. 4989-5016 |
artikel |
112 |
Seismic assessment of a real RC asymmetric hospital building according to NTC 2008 analysis methods
|
Brusco, A. La |
|
2015 |
|
10 |
p. 2973-2994 |
artikel |
113 |
Seismic behavior of three-leaf stone masonry buildings before and after interventions: Shaking table tests on a two-storey masonry model
|
Vintzileou, Elizabeth |
|
2015 |
|
10 |
p. 3107-3133 |
artikel |
114 |
Seismic behaviour of high-rise frame-core tube structures considering dynamic soil–structure interaction
|
Zhang, Xiaofeng |
|
|
|
10 |
p. 5073-5105 |
artikel |
115 |
Seismic behaviour of ordinary masonry buildings during the 2016 central Italy earthquakes
|
Sorrentino, Luigi |
|
2018 |
|
10 |
p. 5583-5607 |
artikel |
116 |
Seismic demand of the 2016–2017 Central Italy earthquakes
|
Mollaioli, F. |
|
2018 |
|
10 |
p. 5399-5427 |
artikel |
117 |
Seismic evaluation of geometrically irregular steel moment resisting frames with setbacks considering their dynamic characteristics
|
Bohlouli, Zohreh |
|
2016 |
|
10 |
p. 2757-2777 |
artikel |
118 |
Seismic fragility analysis of LNG sub-plant accounting for component dynamic interaction
|
Farhan, Muhammad |
|
|
|
10 |
p. 5063-5085 |
artikel |
119 |
Seismic fragility and post-earthquake reparability of concrete encased-and-filled steel tubular bridges columns with debonded high-strength reinforcements
|
Wang, J. H. |
|
|
|
10 |
p. 4877-4904 |
artikel |
120 |
Seismic fragility functions for code compliant and non-compliant RC SMRF structures in Pakistan
|
Ahmad, Naveed |
|
2018 |
|
10 |
p. 4675-4703 |
artikel |
121 |
Seismic Modal Contribution Factors
|
Palermo, Michele |
|
2015 |
|
10 |
p. 2867-2891 |
artikel |
122 |
Seismic performance and damage properties of flexure–shear critical RC columns with various loading cycles
|
Zhang, Qin |
|
|
|
10 |
p. 5083-5113 |
artikel |
123 |
Seismic performance assessment of “hybrid” structures using two-level multy group GIS oriented approach: case studies
|
Apostolska, Roberta |
|
2018 |
|
10 |
p. 4797-4824 |
artikel |
124 |
Seismic performance assessment of mid-rise confined masonry buildings
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Espinosa-Cazarín, Eric Fernando |
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Seismic performance of bridges during the 2016 Central Italy earthquakes
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Sarno, L. Di |
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2018 |
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p. 5729-5761 |
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126 |
Seismic performance of non-structural elements during the 2016 Central Italy earthquake
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Perrone, D. |
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2018 |
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p. 5655-5677 |
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Seismic resilience evaluation of base-isolated RC buildings using a loss-recovery approach
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Mokhtari, Mehdi |
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Seismic response behavior of deep flexible underground structures in sand-insights from an experimental–numerical investigation
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Keykhosropour, Lohrasb |
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p. 5205-5231 |
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Seismic response of Beirut (Lebanon) buildings: instrumental results from ambient vibrations
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Salameh, Christelle |
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2016 |
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p. 2705-2730 |
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Seismic response of RC buildings during the Mw 6.0 August 24, 2016 Central Italy earthquake: the Amatrice case study
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Masi, A. |
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2017 |
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p. 5631-5654 |
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Seismic strengthening of brick masonry by composite coatings: an experimental study
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Gams, Matija |
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2017 |
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10 |
p. 4269-4298 |
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132 |
Seismic vulnerability assessment of minor Italian urban centres: development of urban fragility curves
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Sandoli, A. |
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p. 5017-5046 |
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Seismic vulnerability of building aggregates through hybrid and indirect assessment techniques
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Maio, Rui |
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2015 |
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p. 2995-3014 |
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134 |
Selection and spectral matching of recorded ground motions for seismic fragility analyses
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Manfredi, Vincenzo |
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p. 4961-4987 |
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Shaking table test and numerical analyses of a full scale three-leaf masonry wall
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Di Michele, Francesco |
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p. 5041-5081 |
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Shaking table testing of post-tensioned timber frame building with passive energy dissipation systems
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Di Cesare, Antonio |
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2017 |
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10 |
p. 4475-4498 |
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137 |
Shear migration and dynamic shear amplification effects on seismic response of core walls
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Vuran, Eren |
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2018 |
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p. 5003-5015 |
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138 |
Simplified approaches for Arias Intensity correction of synthetic accelerograms
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Li, Zheng |
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2017 |
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p. 4067-4087 |
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139 |
Simplified method for the assessment of the seismic response of motorway bridges: longitudinal direction—accounting for abutment stoppers
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Agalianos, A. |
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2017 |
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p. 4133-4162 |
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140 |
Simplified numerical approach for the structural analysis of monumental historical aggregates: the case study of Certosa di Calci
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Puncello, Irene |
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p. 5269-5300 |
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Simplified seismic resistant design of base isolated single pylon cable-stayed bridge
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Han, Qiang |
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2018 |
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10 |
p. 5041-5059 |
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142 |
Simulation of strong ground motion for a MW 8.5 hypothetical earthquake in central seismic gap region, Himalaya
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Gade, Maheshreddy |
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2017 |
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Single-path ground motion amplifications during the 2020 Haenam, South Korea, swarm
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Kwak, Dongyoup |
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Site classification using equivalent soil profiles for building-liquefaction interaction
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Millen, Maxim |
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p. 3987-4012 |
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Site-specific partially nonergodic PSHA for a hard-rock critical site in southern France: adjustment of ground motion prediction equations and sensitivity analysis
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Ameri, Gabriele |
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2017 |
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p. 4089-4111 |
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146 |
Spatial variation and conditional simulation of seismic ground motion
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Rodda, Gopala Krishna |
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2018 |
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p. 4399-4426 |
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147 |
Spectrum-based pushover analysis for estimating seismic demand of tall buildings
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Liu, Yang |
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2017 |
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p. 4193-4214 |
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148 |
SPO2FRAG: software for seismic fragility assessment based on static pushover
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Baltzopoulos, Georgios |
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2017 |
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p. 4399-4425 |
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Stochastic finite-fault modeling of Ms 6.8 Luding earthquake in 2022 and seismic hazard scenario of Moxi fault, southwestern China
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Wang, Tianjia |
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Strong ground motion from the seismic swarms preceding the 2021 and 2022 volcanic eruptions at Fagradalsfjall, Iceland
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Hernández-Aguirre, Victor M. |
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p. 4707-4730 |
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Study on seismic performance of a precast buckling-restrained composite shear wall system with three assembly arrangements
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Wang, Dayang |
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p. 4839-4872 |
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Technical guidelines for the assessment of earthquake induced liquefaction hazard at urban scale
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Lai, C. G. |
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The Central Italy 2016–2017 seismic sequence: site response analysis based on seismological data in the Arquata del Tronto–Montegallo municipalities
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Laurenzano, Giovanna |
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2018 |
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The ductility-based strength reduction factor for the mainshock–aftershock sequence-type ground motions
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Zhai, Chang-Hai |
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p. 2893-2914 |
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The 1531 earthquake revisited: loss estimation in a historical perspective
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Sá, Luis |
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2018 |
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p. 4533-4559 |
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The effect of clay mineral content on the dynamic response of reconstituted fine grained soil
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Arel, Ersin |
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2018 |
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p. 4515-4532 |
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The H2020 European Project LiqueFACT
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Pecker, Alain |
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p. 3803-3806 |
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The influence of source- and ground-motion model choices on probabilistic seismic hazard levels at 6 sites in France
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Beauval, Céline |
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The influence of strip load on the seismic design of cantilever sheet pile walls: a simplified analytical solution
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Singh, Akshay Pratap |
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The main developments of Seismology and Earthquake Engineering since the early 1700s and the new challenges for a sustainable society
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Oliveira, Carlos Sousa |
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The probabilistic seismic hazard assessment of Germany—version 2016, considering the range of epistemic uncertainties and aleatory variability
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Grünthal, Gottfried |
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2018 |
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The 2021 seismic hazard model for Slovenia (SHMS21): overview and results
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Šket Motnikar, Barbara |
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Two uncertainties in simulating spatially varying seismic ground motions: incoherency coefficient and apparent propagation velocity
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Falamarz-Sheikhabadi, M. R. |
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2018 |
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p. 4427-4441 |
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Using the discrete element method to assess the seismic vulnerability of aggregated masonry buildings
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Ulrich, Thomas |
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2015 |
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p. 3135-3150 |
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165 |
Validation of a simplified micromodel for analysis of infilled RC frames exposed to cyclic lateral loads
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Penava, Davorin |
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2016 |
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p. 2779-2804 |
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166 |
Vibration modes and equivalent models for flexible rocking structures
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Acikgoz, Sinan |
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2017 |
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p. 4427-4452 |
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Vulnerability prediction model of typical structures considering empirical seismic damage observation data
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Li, Si-Qi |
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