Development of seismic vulnerability assessment methodologies over the past 30 years GM Calvi, R Pinho, G Magenes, JJ Bommer, LF Restrepo-Vélez, ... ISET journal of Earthquake Technology 43 (3), 75-104, 2006 | 566 | 2006 |
Development and verification of a displacement-based adaptive pushover procedure S Antoniou, R Pinho Journal of earthquake engineering 8 (05), 643-661, 2004 | 455 | 2004 |
Advantages and limitations of adaptive and non-adaptive force-based pushover procedures S ANTONIOU, R PINHO Journal of Earthquake Engineering 8 (04), 497-522, 2004 | 321 | 2004 |
A probabilistic displacement-based vulnerability assessment procedure for earthquake loss estimation H Crowley, R Pinho, JJ Bommer Bulletin of Earthquake Engineering 2 (2), 173-219, 2004 | 311 | 2004 |
Simplified pushover-based vulnerability analysis for large-scale assessment of RC buildings B Borzi, R Pinho, H Crowley Engineering Structures 30 (3), 804-820, 2008 | 255 | 2008 |
Development of the OpenQuake engine, the Global Earthquake Model’s open-source software for seismic risk assessment V Silva, H Crowley, M Pagani, D Monelli, R Pinho Natural Hazards 72 (3), 1409-1427, 2014 | 222 | 2014 |
Numerical issues in distributed inelasticity modeling of RC frame elements for seismic analysis A Calabrese, JP Almeida, R Pinho Journal of Earthquake Engineering 14 (S1), 38-68, 2010 | 172 | 2010 |
Implementation and verification of a masonry panel model for nonlinear dynamic analysis of infilled RC frames E Smyrou, C Blandon, S Antoniou, R Pinho, F Crisafulli Bulletin of Earthquake Engineering 9 (5), 1519-1534, 2011 | 165 | 2011 |
Detailed assessment of structural characteristics of Turkish RC building stock for loss assessment models İE Bal, H Crowley, R Pinho, FG Gülay Soil Dynamics and Earthquake Engineering 28 (10-11), 914-932, 2008 | 159 | 2008 |
Period-height relationship for existing European reinforced concrete buildings H Crowley, R Pinho Journal of Earthquake Engineering 8 (spec01), 93-119, 2004 | 158 | 2004 |
An adaptive capacity spectrum method for assessment of bridges subjected to earthquake action C Casarotti, R Pinho Bulletin of Earthquake Engineering 5 (3), 377-390, 2007 | 155 | 2007 |
Flexure-shear fiber beam-column elements for modeling frame structures under seismic loading—state of the art P Ceresa, L Petrini, R Pinho Journal of Earthquake Engineering 11 (S1), 46-88, 2007 | 130 | 2007 |
Simplified pushover-based earthquake loss assessment (SP-BELA) method for masonry buildings B Borzi, H Crowley, R Pinho International Journal of Architectural Heritage 2 (4), 353-376, 2008 | 124 | 2008 |
A risk-mitigation approach to the management of induced seismicity JJ Bommer, H Crowley, R Pinho Journal of Seismology 19 (2), 623-646, 2015 | 118 | 2015 |
Simplified equations for estimating the period of vibration of existing buildings H Crowley, R Pinho First European conference on earthquake engineering and seismology 1122, 2006 | 115 | 2006 |
Seismic risk assessment for mainland Portugal V Silva, H Crowley, H Varum, R Pinho Bulletin of Earthquake Engineering 13 (2), 429-457, 2015 | 112 | 2015 |
Revisiting Eurocode 8 formulae for periods of vibration and their employment in linear seismic analysis H Crowley, R Pinho Earthquake Engineering & Structural Dynamics 39 (2), 223-235, 2010 | 109 | 2010 |
Deriving vulnerability curves using Italian earthquake damage data M Colombi, B Borzi, H Crowley, M Onida, F Meroni, R Pinho Bulletin of Earthquake Engineering 6 (3), 485-504, 2008 | 101 | 2008 |
Seismic fragility of Italian RC precast industrial structures C Casotto, V Silva, H Crowley, R Nascimbene, R Pinho Engineering Structures 94, 122-136, 2015 | 99 | 2015 |
The impact of epistemic uncertainty on an earthquake loss model H Crowley, JJ Bommer, R Pinho, J Bird Earthquake engineering & structural dynamics 34 (14), 1653-1685, 2005 | 97 | 2005 |