| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Analysis of floor-to-column pounding of buildings founded on different soil types
|
Miari, Mahmoud
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13 |
p. 7241-7262
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artikel
|
| 2 |
An empirical method for seismic vulnerability assessment of Nepali school buildings
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Gautam, Dipendra
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13 |
p. 5965-5982
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artikel
|
| 3 |
A nonlinear macromodel for simulating the in-plane behavior of unreinforced masonry (URM) infilled frames
|
Adnan, S. M. Naheed
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13 |
p. 7347-7379
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artikel
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| 4 |
A novel compatible truss-arch model to predict shear strength of concrete-encased steel composite columns
|
Xue, Yicong
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13 |
p. 7263-7285
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artikel
|
| 5 |
A numerical procedure to estimate seismic fragility of cylindrical ground-supported steel silos containing granular-like material
|
Khalil, Mohammad
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13 |
p. 5915-5947
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artikel
|
| 6 |
A probabilistic deformation-based seismic hazard model for Iran
|
Lotfi, A.
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13 |
p. 7015-7046
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artikel
|
| 7 |
A seismic risk classification framework for non-structural elements
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O’Reilly, Gerard J.
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13 |
p. 5471-5494
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artikel
|
| 8 |
A simplified normalized multi-mode nonlinear static procedure (NMP) for seismic performance evaluation of building structures
|
Zarrin, Mohamad
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13 |
p. 5711-5741
|
artikel
|
| 9 |
A site amplification model for Switzerland based on site-condition indicators and incorporating local response as measured at seismic stations
|
Bergamo, Paolo
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13 |
p. 5831-5865
|
artikel
|
| 10 |
Assessing community resilience, housing recovery and impact of mitigation strategies at the urban scale: a case study after the 2012 Northern Italy Earthquake
|
Basaglia, Alberto
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13 |
p. 6039-6074
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artikel
|
| 11 |
Assessment of the uncertainty in spatial-correlation models for earthquake ground motion due to station layout and derivation method
|
Schiappapietra, Erika
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13 |
p. 5415-5438
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artikel
|
| 12 |
Comparative assessment of finite element macro-modelling approaches for seismic analysis of non-engineered masonry constructions
|
Ravichandran, Nagavinothini
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13 |
p. 5565-5607
|
artikel
|
| 13 |
Correction to: A simplified normalized multi-mode nonlinear static procedure (NMP) for seismic performance evaluation of building structures
|
Zarrin, Mohamad
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13 |
p. 5743
|
artikel
|
| 14 |
Correction to: Influence of time‑dependent seismic hazard on structural design
|
Dall’Asta, Andrea
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13 |
p. 5745
|
artikel
|
| 15 |
Correction to: Shake-table tests of BFRP-reinforced geopolymer concrete segmental columns
|
Li, Chao
|
|
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|
13 |
p. 7313
|
artikel
|
| 16 |
Correction to: Site amplification in the Kathmandu Valley during the 2015 M7.6 Gorkha, Nepal earthquake
|
Tallett-Williams, S.
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13 |
p. 6117
|
artikel
|
| 17 |
Cyclic and monotonic performance of stiffened extended end-plate connections with large-sized bolts and thin end-plates
|
Özkılıç, Yasin Onuralp
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13 |
p. 7441-7475
|
artikel
|
| 18 |
Development and experimental validation of a new self-centering HF2V damper with disc springs
|
Abdeli Bisafar, Mehdi
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13 |
p. 7417-7440
|
artikel
|
| 19 |
Development of parametric seismic fragility curves for historical churches
|
Marotta, Alessandra
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13 |
p. 5609-5641
|
artikel
|
| 20 |
3D seismic response characteristics of a pile-mat-founded AP1000 nuclear-island building considering nonlinear hysteretic behavior of soil
|
Chen, Guoxing
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13 |
p. 7077-7106
|
artikel
|
| 21 |
Effect of pre-dynamic loading on dynamic liquefaction of undisturbed loess
|
Liu, Wei
|
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13 |
p. 5779-5806
|
artikel
|
| 22 |
Empirical predictive model for seismic damage of historical churches
|
Morici, Michele
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13 |
p. 6015-6037
|
artikel
|
| 23 |
Estimating urban seismic damages and debris from building-level simulations: application to the city of Beirut, Lebanon
|
Iskandar, Rouba
|
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13 |
p. 5949-5990
|
artikel
|
| 24 |
Exceedance of design actions in epicentral areas: insights from the ShakeMap envelopes for the 2016–2017 central Italy sequence
|
Iervolino, Iunio
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13 |
p. 5391-5414
|
artikel
|
| 25 |
Experimental and numerical seismic assessment of non-ductile reinforced concrete (RC) columns strengthened with glass fiber reinforced polymer (GFRP)
|
Rodsin, Kittipoom
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13 |
p. 7185-7213
|
artikel
|
| 26 |
Experimental study of a three-storey concrete frame structure with smooth bars under cyclic lateral loading
|
Palios, X.
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13 |
p. 5859-5884
|
artikel
|
| 27 |
Exploratory factor analysis-based method to develop compound intensity measures for predicting potential structural damage of ground motion
|
Liu, Bali
|
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13 |
p. 7107-7135
|
artikel
|
| 28 |
Exposure knowledge impact on regional seismic risk assessment of bridge portfolios
|
Abarca, Andres
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13 |
p. 7137-7159
|
artikel
|
| 29 |
Extension of the improved upper-bound pushover analysis for seismic assessment of steel moment resisting frames with setbacks
|
Rahmani, Abdallah Yacine
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13 |
p. 7609-7640
|
artikel
|
| 30 |
Floor acceleration demands in three RC buildings subjected to multiple excitations during shake table tests
|
Vukobratović, Vladimir
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13 |
p. 5495-5523
|
artikel
|
| 31 |
Fragility analysis of structural pounding between adjacent structures arranged in series with various alignment configurations under near-field earthquakes
|
Ebrahimiyan, Fahimeh
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13 |
p. 7215-7240
|
artikel
|
| 32 |
Genealogy of development and codification of Yugoslavian earthquake resistant design
|
Milutinovic, Zoran
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13 |
p. 7513-7559
|
artikel
|
| 33 |
Ground motion simulations of historical earthquakes: the case study of the Fabriano (1741, Mw = 6.1) and Camerino (1799, Mw = 6.1) earthquakes in central Italy
|
Gironelli, V.
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13 |
p. 5809-5830
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artikel
|
| 34 |
Improvement of seismic performance of self-centering mid-rise RC frames by adding semi-rigid rocking columns
|
Yarmohamadi, Pooya
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13 |
p. 5991-6028
|
artikel
|
| 35 |
Influence of site-specific strong-motion duration on structural performance
|
López-Castañeda, Alhelí S.
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13 |
p. 7047-7075
|
artikel
|
| 36 |
Influence of strong spatially varying near fault ground motion on steel box arch bridge
|
Liu, Zhen
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13 |
p. 5439-5469
|
artikel
|
| 37 |
In-plane lateral cyclic behaviour of lime-mortar and clay-brick masonry walls in dry and wet conditions
|
Elghazouli, A. Y.
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13 |
p. 5525-5563
|
artikel
|
| 38 |
Investigation of the concrete parameters of existing RC buildings by operational modal analysis
|
Aras, Fuat
|
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13 |
p. 5893-5914
|
artikel
|
| 39 |
Investigation on engineering demand parameters describing the seismic damage of masonry infilled R/C frames
|
Papasotiriou, Alexios
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13 |
p. 6075-6115
|
artikel
|
| 40 |
Lateral cyclic performance of a CFRP retrofitted two-story RC frame with open ground story
|
Karaiya, Birendra K.
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13 |
p. 5919-5939
|
artikel
|
| 41 |
Modelling of non-structural components of an industrial multi-storey frame for seismic risk assessment
|
Quinci, Gianluca
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13 |
p. 6065-6089
|
artikel
|
| 42 |
Multiscale procedure to assign structural damage levels in masonry buildings from observed or numerically simulated seismic performance
|
Cattari, Serena
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13 |
p. 7561-7607
|
artikel
|
| 43 |
Numerical and analytical methods for the design of beam-column sub-assemblies with composite deck slab
|
Chaudhari, Tushar
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13 |
p. 7641-7674
|
artikel
|
| 44 |
Numerical investigation on p–y method of group piles under static and dynamic loads
|
Timurağaoğlu, Mehmet ömer
|
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|
13 |
p. 7381-7416
|
artikel
|
| 45 |
Post-earthquake damage assessment for RC columns using crack image complexity measures
|
Jamshidian, Sara
|
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|
|
13 |
p. 6029-6063
|
artikel
|
| 46 |
Power based seismic collapse criterion for ductile and non-ductile framed structures
|
Pathak, Shivang
|
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|
|
13 |
p. 5983-6014
|
artikel
|
| 47 |
Resilience-based seismic design optimization of novel link beam in a double-column bridge bent using Gaussian process regression
|
Zhong, Jian
|
|
|
|
13 |
p. 6121-6142
|
artikel
|
| 48 |
Rigorous versus less-demanding fragility relations for RC high-rise buildings
|
Alwaeli, Wael
|
|
|
|
13 |
p. 5885-5918
|
artikel
|
| 49 |
Risk-based overall seismic robustness assessment of cold-formed steel structures considering vulnerability and fragility
|
Jiang, Liqiang
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|
|
13 |
p. 7161-7184
|
artikel
|
| 50 |
Risk-targeted hazard maps for Spain
|
Kharazian, A.
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|
|
13 |
p. 5369-5389
|
artikel
|
| 51 |
Seismic assessment of non-engineered reinforced concrete columns in low to moderate seismic regions
|
Rodsin, Kittipoom
|
|
|
|
13 |
p. 5941-5964
|
artikel
|
| 52 |
Seismic behavior and response reduction factors for concrete moment-resisting frames
|
Oggu, Praveen
|
|
|
|
13 |
p. 5643-5663
|
artikel
|
| 53 |
Seismic collapse risk of reinforced concrete hillside buildings in Indian Himalayan belt
|
Patil, Richa Tatoba
|
|
|
|
13 |
p. 5665-5689
|
artikel
|
| 54 |
Seismic scenario reproduction and damage mechanism analysis of Liuhuanggou Bridge under near-fault earthquake
|
Zhou, Gaoyang
|
|
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|
13 |
p. 6091-6120
|
artikel
|
| 55 |
Seismic vulnerability analysis of medieval rammed earth fortifications in southeastern Spain
|
Arto, I.
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|
|
13 |
p. 5827-5858
|
artikel
|
| 56 |
Seismic vulnerability assessment of reinforced concrete buildings having nonlinear fluid viscous dampers
|
Mokhtari, Mehdi
|
|
|
|
13 |
p. 7675-7704
|
artikel
|
| 57 |
Shake-table tests of BFRP-reinforced geopolymer concrete segmental columns
|
Li, Chao
|
|
|
|
13 |
p. 7287-7311
|
artikel
|
| 58 |
Shear demand and inelastic displacement capacity of RC walls of different lengths forming a structural system
|
Quintana Gallo, Patricio
|
|
|
|
13 |
p. 7315-7346
|
artikel
|
| 59 |
Simulation of the strong ground motion for the 20 July 2017 (Mw. 6.6) Bodrum–Kos earthquake
|
Tanırcan, Gülüm
|
|
|
|
13 |
p. 5807-5825
|
artikel
|
| 60 |
Soil-structure interaction assessment combining deconvolution of building and field recordings with polarization analysis: application to the Matera (Italy) experiment
|
Skłodowska, Anna Maria
|
|
|
|
13 |
p. 5867-5891
|
artikel
|
| 61 |
The December 2020 magnitude (Mw) 6.4 Petrinja earthquake, Croatia: seismological aspects, emergency response and impacts
|
Atalić, Josip
|
|
|
|
13 |
p. 5767-5808
|
artikel
|
| 62 |
Validation of a practice-oriented floor spectra formulation through actual data from the 2016/2017 Central Italy earthquake
|
Degli Abbati, Stefania
|
|
|
|
13 |
p. 7477-7511
|
artikel
|
| 63 |
Vulnerability modellers toolkit, an open-source platform for vulnerability analysis
|
Martins, Luís
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|
|
|
13 |
p. 5691-5709
|
artikel
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