| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Accounting for directivity-induced pulse-like ground motions in building portfolio loss assessment
|
Gentile, Roberto
|
|
|
|
15 |
p. 6303-6328
|
artikel
|
| 2 |
A method for linear response analysis of long bridges under multi-support seismic excitation
|
Parvanehro, P.
|
|
|
|
15 |
p. 8381-8410
|
artikel
|
| 3 |
Analytical-mechanical based framework for seismic overall fragility analysis of existing RC buildings in town compartments
|
Ruggieri, Sergio
|
|
|
|
15 |
p. 8179-8216
|
artikel
|
| 4 |
An approximate procedure for estimating the member demands in mid-rise reinforced concrete buildings
|
Akpinar, Ugur
|
|
|
|
15 |
p. 6715-6734
|
artikel
|
| 5 |
An expeditious tool for the vulnerability assessment of masonry structures in post-earthquake reconstruction
|
De Santis, Stefano
|
|
|
|
15 |
p. 8445-8469
|
artikel
|
| 6 |
A non-linear static approach for the prediction of earthquake-induced deformation of geotechnical systems
|
Laguardia, R.
|
|
|
|
15 |
p. 6607-6627
|
artikel
|
| 7 |
Appraisal of seismic design methodologies for suspended non-structural elements in Europe
|
Merino, Roberto J.
|
|
|
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15 |
p. 8061-8098
|
artikel
|
| 8 |
Are seismic losses affected by the angle of seismic incidence?
|
Skoulidou, Despoina
|
|
|
|
15 |
p. 6271-6302
|
artikel
|
| 9 |
Assessment of the 2015 full-scale ten-story RC test Structure using ASCE/SEI 41
|
Kolozvari, Kristijan
|
|
|
|
15 |
p. 6623-6646
|
artikel
|
| 10 |
Comparative assessment of seismic collapse risk for non-ductile and ductile bridges: a case study in China
|
Huang, Caigui
|
|
|
|
15 |
p. 6641-6667
|
artikel
|
| 11 |
Component response metrics for indication of global collapse
|
Cook, Dustin T.
|
|
|
|
15 |
p. 6469-6496
|
artikel
|
| 12 |
Correction to: CPT-based liquefaction resistance of clean and silty sands: A drainage conditions based approach
|
Arik, Mustafa Sezer
|
|
|
|
15 |
p. 7981
|
artikel
|
| 13 |
Correction to: Seismic fragility functions for Portuguese RC precast buildings
|
Sousa, R.
|
|
|
|
15 |
p. 6747-6748
|
artikel
|
| 14 |
CPT-based liquefaction resistance of clean and silty sands: a drainage conditions based approach
|
Ecemis, Nurhan
|
|
|
|
15 |
p. 7957-7980
|
artikel
|
| 15 |
Damage assessment in single-nave churches and analysis of the most recurring mechanisms after the 2016–2017 central Italy earthquakes
|
Ceroni, F.
|
|
|
|
15 |
p. 8031-8059
|
artikel
|
| 16 |
Development of a fragility and vulnerability model for global seismic risk analyses
|
Martins, Luís
|
|
|
|
15 |
p. 6719-6745
|
artikel
|
| 17 |
Development of frequency-content based framework to extract fragility curves using real ground motion records
|
Yaghmaei-Sabegh, Saman
|
|
|
|
15 |
p. 8011-8030
|
artikel
|
| 18 |
E-Defense 2015 ten-story building: beam–column joint assessment according to different code-based design
|
Del Vecchio, C.
|
|
|
|
15 |
p. 6667-6698
|
artikel
|
| 19 |
Effects of ground-motion sequences on fragility and vulnerability of case-study reinforced concrete frames
|
Aljawhari, Karim
|
|
|
|
15 |
p. 6329-6359
|
artikel
|
| 20 |
Effects of longitudinal reinforcement discontinuities on the seismic response of structural walls
|
Wang, Ying
|
|
|
|
15 |
p. 6735-6760
|
artikel
|
| 21 |
Empirical fragility assessment using conditional GMPE-based ground shaking fields: application to damage data for 2016 Amatrice Earthquake
|
Miano, A.
|
|
|
|
15 |
p. 6629-6659
|
artikel
|
| 22 |
Empirical models for the nonlinear rocking response of shallow foundations
|
Hamidpour, Sara
|
|
|
|
15 |
p. 8099-8122
|
artikel
|
| 23 |
Enhancing displacement coefficient method for multi degree of freedom buildings (MDOF) considering nonlinear soil structure interaction
|
Khanmohammadi, Mohammad
|
|
|
|
15 |
p. 8217-8252
|
artikel
|
| 24 |
Evaluation of ACI 318-19 provisions for special moment frames and special structural walls using data from the E-Defense 10-story tests
|
Unal, Mehmet Emre
|
|
|
|
15 |
p. 6699-6721
|
artikel
|
| 25 |
Evaluation of base sliding response and effective slab width in ten-storey tests
|
Kabeyasawa, Toshikazu
|
|
|
|
15 |
p. 6535-6552
|
artikel
|
| 26 |
Experimental analysis on cyclic performance of concrete columns with TempCore or Dual-Phase steel reinforcement
|
Caprili, Silvia
|
|
|
|
15 |
p. 6761-6794
|
artikel
|
| 27 |
Experimental seismic response of a resilient 3-storey post-tensioned timber framed building with dissipative braces
|
Di Cesare, Antonio
|
|
|
|
15 |
p. 6825-6848
|
artikel
|
| 28 |
Explicit modelling of collapse for Dutch unreinforced masonry building typology fragility functions
|
Grant, Damian N.
|
|
|
|
15 |
p. 6497-6519
|
artikel
|
| 29 |
Fragility curves of non-ductile RC frame buildings on saturated soils including liquefaction effects and soil–structure interaction
|
Karafagka, Stella
|
|
|
|
15 |
p. 6443-6468
|
artikel
|
| 30 |
Full-scale shaking table experiments on the seismic response of a 10-story reinforced-concrete building: overview and analysis
|
Kang, Jae-Do
|
|
|
|
15 |
p. 6511-6534
|
artikel
|
| 31 |
Hazard-consistent seismic losses and collapse capacities for light-frame wood buildings in California and Cascadia
|
Chase, Robert E.
|
|
|
|
15 |
p. 6615-6639
|
artikel
|
| 32 |
In-plane and out-of-plane model for retrofitted infill walls in reinforced concrete framed buildings
|
Blasi, Gianni
|
|
|
|
15 |
p. 8277-8304
|
artikel
|
| 33 |
International joint research on the full-scale ten-story RC buildings tested at E-Defense shaking table
|
Isaković, Tatjana
|
|
|
|
15 |
p. 6499-6510
|
artikel
|
| 34 |
Large-scale seismic damage scenario assessment of precast buildings after the May 2012 Emilia earthquake
|
Praticò, Lucia
|
|
|
|
15 |
p. 8411-8444
|
artikel
|
| 35 |
Large-scale seismic risk assessment integrating nonlinear soil behavior and soil–structure interaction effects
|
Petridis, Christos
|
|
|
|
15 |
p. 6423-6441
|
artikel
|
| 36 |
Life-cycle seismic damage identification and components damage sequences prediction for cable-stayed bridge based on fragility analyses
|
Fu, Peiyao
|
|
|
|
15 |
p. 6669-6692
|
artikel
|
| 37 |
Loss of support assessment for precast portal frames with friction connections and masonry infills
|
Labò, Simone
|
|
|
|
15 |
p. 7983-8009
|
artikel
|
| 38 |
Magnetic damped links to reduce internal seismic pounding in base-isolated buildings
|
Mazza, Fabio
|
|
|
|
15 |
p. 6795-6824
|
artikel
|
| 39 |
Mixed probabilistic seismic demand models for fragility assessment
|
Chatzidaki, Akrivi
|
|
|
|
15 |
p. 6397-6421
|
artikel
|
| 40 |
Nonlinear modeling of the ten-story RC building at E-Defense (2015): assessment with different modeling assumptions
|
Di Domenico, Mariano
|
|
|
|
15 |
p. 6585-6622
|
artikel
|
| 41 |
Nonlinear modeling of the ten-story RC building structure of 2015 E-Defense shaking table tests
|
Sun, Lei
|
|
|
|
15 |
p. 6647-6666
|
artikel
|
| 42 |
Numerical study of the seismic performance and damage mitigation of steel–concrete composite rigid-frame bridge subjected to across-fault ground motions
|
Lin, Yuanzheng
|
|
|
|
15 |
p. 6687-6714
|
artikel
|
| 43 |
Out-of-plane capacity of cladding panel-to-structure connections in one-story R/C precast structures
|
Menichini, Giovanni
|
|
|
|
15 |
p. 6849-6882
|
artikel
|
| 44 |
Out-of-plane shake table test of a rammed earth sub-assembly
|
Romanazzi, A.
|
|
|
|
15 |
p. 8325-8356
|
artikel
|
| 45 |
Parametric analyses of dynamic interaction between three-dimensional soil and frame structure group under earthquake loadings
|
Wang, Jishuai
|
|
|
|
15 |
p. 8305-8324
|
artikel
|
| 46 |
Peak drift ratio estimation for unreinforced masonry walls using visual features of damage
|
Asjodi, Amir Hossein
|
|
|
|
15 |
p. 8357-8379
|
artikel
|
| 47 |
Preface to the Special Issue: The evolution of fragility and vulnerability. The origin story of a preface
|
Silva, Vitor
|
|
|
|
15 |
p. 6269-6270
|
artikel
|
| 48 |
Record-to-record variability and code-compatible seismic safety-checking with limited number of records
|
Jalayer, Fatemeh
|
|
|
|
15 |
p. 6361-6396
|
artikel
|
| 49 |
Regional-scale stochastic nonlinear seismic time history analysis of RC frame structures
|
Xiang, Mengjie
|
|
|
|
15 |
p. 8123-8149
|
artikel
|
| 50 |
Seismic capacity and vulnerability assessment considering ageing effects: case study—three local Portuguese RC buildings
|
Couto, R.
|
|
|
|
15 |
p. 6591-6614
|
artikel
|
| 51 |
Seismic collapse assessment of new European single-story RC precast buildings with weak connections
|
Cimmino, Maddalena
|
|
|
|
15 |
p. 6661-6686
|
artikel
|
| 52 |
Seismic collapse risk of reinforced concrete tall buildings in Istanbul
|
Odabasi, Omer
|
|
|
|
15 |
p. 6545-6571
|
artikel
|
| 53 |
Seismic fragility assessment and maintenance management on regional bridges using bayesian multi-parameter estimation
|
Lei, Xiaoming
|
|
|
|
15 |
p. 6693-6717
|
artikel
|
| 54 |
Seismic fragility assessment for post-1977 high-rise reinforced concrete structures in Romania
|
Pavel, Florin
|
|
|
|
15 |
p. 6521-6544
|
artikel
|
| 55 |
Seismic fragility functions for Portuguese RC precast buildings
|
Sousa, R.
|
|
|
|
15 |
p. 6573-6590
|
artikel
|
| 56 |
Seismic MainShock–AfterShock response assessment of reinforced concrete bridges pre-exposed to flood induced local scouring
|
Pandikkadavath, Muhamed Safeer
|
|
|
|
15 |
p. 8253-8275
|
artikel
|
| 57 |
Seismic vulnerability of above-ground storage tanks with unanchored support conditions for Na-tech risks based on Gaussian process regression
|
Phan, Hoang Nam
|
|
|
|
15 |
p. 6883-6906
|
artikel
|
| 58 |
Seismotectonic model and probabilistic seismic hazard assessment for Papua New Guinea
|
Ghasemi, Hadi
|
|
|
|
15 |
p. 6571-6605
|
artikel
|
| 59 |
Simulation of the E-Defense 2015 test on a 10-storey building using macro-models
|
Janevski, Antonio
|
|
|
|
15 |
p. 6553-6584
|
artikel
|
| 60 |
Structural response prediction of the 2015 E-defense 10-story RC building test using pushover analysis
|
Chiou, Tsung-Chih
|
|
|
|
15 |
p. 6723-6744
|
artikel
|
| 61 |
Vulnerability assessment and collapse simulation of unreinforced masonry structures subjected to sequential ground motions
|
Shen, Jiaxu
|
|
|
|
15 |
p. 8151-8177
|
artikel
|
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