-
1
-
-
38849124940
-
-
Applied Technology Council, Seismic evaluation and retrofit of concrete buildings, Report ATC-40. Redwood City (CA): Applied Technology Council; 1996
-
Applied Technology Council, Seismic evaluation and retrofit of concrete buildings, Report ATC-40. Redwood City (CA): Applied Technology Council; 1996
-
-
-
-
2
-
-
38849156348
-
-
Casarotti C, Pinho R, Calvi GM. Adaptive pushover-based methods for seismic assessment and design of bridge structures, ROSE Research Report 2005/06. Pavia, Italy: IUSS Press; 2005
-
Casarotti C, Pinho R, Calvi GM. Adaptive pushover-based methods for seismic assessment and design of bridge structures, ROSE Research Report 2005/06. Pavia, Italy: IUSS Press; 2005
-
-
-
-
3
-
-
0033241831
-
A displacement-based approach for vulnerability evaluation of classes of buildings
-
Calvi G.M. A displacement-based approach for vulnerability evaluation of classes of buildings. Journal of Earthquake Engineering 3 3 (1999) 411-438
-
(1999)
Journal of Earthquake Engineering
, vol.3
, Issue.3
, pp. 411-438
-
-
Calvi, G.M.1
-
4
-
-
33947660861
-
The development of seismic vulnerability assessment methodologies for variable geographical scales over the past 30 years
-
Calvi G.M., Pinho R., Magenes G., Bommer J.J., Restrepo-Velez L.F., and Crowley H. The development of seismic vulnerability assessment methodologies for variable geographical scales over the past 30 years. ISET Journal of Earthquake Technology 43 3 (2006)
-
(2006)
ISET Journal of Earthquake Technology
, vol.43
, Issue.3
-
-
Calvi, G.M.1
Pinho, R.2
Magenes, G.3
Bommer, J.J.4
Restrepo-Velez, L.F.5
Crowley, H.6
-
5
-
-
38849110763
-
-
CEN-Comite Europeen de Normalisation. Eurocode 8, Design of Structures for Earthquake Resistance-Part 1: General rules, seismic actions and rules for buildings, Pr-EN 1998-1. Final Draft. December 2003
-
CEN-Comite Europeen de Normalisation. Eurocode 8, Design of Structures for Earthquake Resistance-Part 1: General rules, seismic actions and rules for buildings, Pr-EN 1998-1. Final Draft. December 2003
-
-
-
-
6
-
-
11144270998
-
A multi-level approach to the capacity assessment of existing RC buildings
-
Cosenza E., Manfredi G., Polese M., and Verderame G.M. A multi-level approach to the capacity assessment of existing RC buildings. Journal of Earthquake Engineering 9 1 (2005) 1-22
-
(2005)
Journal of Earthquake Engineering
, vol.9
, Issue.1
, pp. 1-22
-
-
Cosenza, E.1
Manfredi, G.2
Polese, M.3
Verderame, G.M.4
-
7
-
-
38849148424
-
-
Crowley H. Periods of vibration for displacement-based assessment of RC buildings. MSc dissertation. European School for Advanced Studies in Reduction of Seismic Risk (ROSE School), University of Pavia, Italy; 2003
-
Crowley H. Periods of vibration for displacement-based assessment of RC buildings. MSc dissertation. European School for Advanced Studies in Reduction of Seismic Risk (ROSE School), University of Pavia, Italy; 2003
-
-
-
-
8
-
-
4944240761
-
Period-height relationship for existing European reinforced concrete buildings
-
[special issue]
-
Crowley H., and Pinho R. Period-height relationship for existing European reinforced concrete buildings. Journal of Earthquake Engineering 8 1 (2004) 93-119 [special issue]
-
(2004)
Journal of Earthquake Engineering
, vol.8
, Issue.1
, pp. 93-119
-
-
Crowley, H.1
Pinho, R.2
-
9
-
-
38849111277
-
-
Crowley H, Pinho R. Simplified equations for estimating the period of vibration of existing buildings. In: Proceedings of the 1st European conference of earthquake engineering and seismology. Paper no. 1122; 2006
-
Crowley H, Pinho R. Simplified equations for estimating the period of vibration of existing buildings. In: Proceedings of the 1st European conference of earthquake engineering and seismology. Paper no. 1122; 2006
-
-
-
-
10
-
-
4944239677
-
A probabilistic displacement-based vulnerability assessment procedure for earthquake loss estimation
-
Crowley H., Pinho R., and Bommer J.J. A probabilistic displacement-based vulnerability assessment procedure for earthquake loss estimation. Bulletin of Earthquake Engineering 2 2 (2004) 173-219
-
(2004)
Bulletin of Earthquake Engineering
, vol.2
, Issue.2
, pp. 173-219
-
-
Crowley, H.1
Pinho, R.2
Bommer, J.J.3
-
11
-
-
38849205529
-
-
Decreto Ministeriale 14 febbraio 1992. Norme tecniche per l'esecuzione delle opere in cemento armato normale e precompresso e per le strutture metalliche. 1992 [in Italian]
-
Decreto Ministeriale 14 febbraio 1992. Norme tecniche per l'esecuzione delle opere in cemento armato normale e precompresso e per le strutture metalliche. 1992 [in Italian]
-
-
-
-
12
-
-
38849086734
-
-
Dumova-Jovanoska E.. Fragility curves for RC structures in Skopje region. In: Proceedings of the thirteenth world conference on earthquake engineering. 2004
-
Dumova-Jovanoska E.. Fragility curves for RC structures in Skopje region. In: Proceedings of the thirteenth world conference on earthquake engineering. 2004
-
-
-
-
14
-
-
38849206295
-
-
FEMA. HAZUS-MH Technical Manual. Washington DC: Federal Emergency Management Agency; 2003
-
FEMA. HAZUS-MH Technical Manual. Washington DC: Federal Emergency Management Agency; 2003
-
-
-
-
15
-
-
38849097778
-
-
Giovinazzi S. The vulnerability assessment and the damage scenario in seismic risk analysis. PhD thesis. Technical University Carolo-Wilhelmina at Braunschweig and University of Florence. 2005
-
Giovinazzi S. The vulnerability assessment and the damage scenario in seismic risk analysis. PhD thesis. Technical University Carolo-Wilhelmina at Braunschweig and University of Florence. 2005
-
-
-
-
16
-
-
0038476492
-
Latin Hypercube sampling and the propagation of uncertainty in analysis of complex systems
-
Helton L.C., and Davis F.J. Latin Hypercube sampling and the propagation of uncertainty in analysis of complex systems. Reliability Engineering & System Safety 81 (2003) 23-69
-
(2003)
Reliability Engineering & System Safety
, vol.81
, pp. 23-69
-
-
Helton, L.C.1
Davis, F.J.2
-
17
-
-
38849206926
-
-
Iervolino I, Manfredi G, Polese M, Verderame GM, Fabbrocino G. Seismic risk for Italian type R.C. buildings. In: Proceedings of the 1st European conference on earthquake engineering and seismology, Paper no. 567. 2006
-
Iervolino I, Manfredi G, Polese M, Verderame GM, Fabbrocino G. Seismic risk for Italian type R.C. buildings. In: Proceedings of the 1st European conference on earthquake engineering and seismology, Paper no. 567. 2006
-
-
-
-
18
-
-
38849209950
-
-
Kappos AJ, Pitilakis K, Stylianidis KC. Cost-benefit analysis for the seismic rehabilitation of buildings in Thessaloniki, based on a hybrid method of vulnerability assessment. In: Proceedings of the 5th international conference on seismic zonation, vol. 1. 1996, pp. 406-13
-
Kappos AJ, Pitilakis K, Stylianidis KC. Cost-benefit analysis for the seismic rehabilitation of buildings in Thessaloniki, based on a hybrid method of vulnerability assessment. In: Proceedings of the 5th international conference on seismic zonation, vol. 1. 1996, pp. 406-13
-
-
-
-
19
-
-
0031272588
-
Development of building damage functions for earthquake loss estimation
-
Kircher C.A., Nassar A.A., Kustu O., and Holmes W.T. Development of building damage functions for earthquake loss estimation. Earthquake Spectra 13 4 (1997) 663-682
-
(1997)
Earthquake Spectra
, vol.13
, Issue.4
, pp. 663-682
-
-
Kircher, C.A.1
Nassar, A.A.2
Kustu, O.3
Holmes, W.T.4
-
20
-
-
38849168217
-
-
López-Menjivar MA. Verification of a displacement-based Adaptive Pushover method for assessment of 2-D Reinforced Concrete Buildings. PhD thesis. Italy: European School for Advances Studies in Reduction of Seismic Risk (ROSE School), University of Pavia; 2004
-
López-Menjivar MA. Verification of a displacement-based Adaptive Pushover method for assessment of 2-D Reinforced Concrete Buildings. PhD thesis. Italy: European School for Advances Studies in Reduction of Seismic Risk (ROSE School), University of Pavia; 2004
-
-
-
-
21
-
-
38849207593
-
-
Marino S. Rilievo ed elaborazione statistiche delle caratteristiche di edifici esistenti in cemento armato ai fini della valutazione di scenari di danno. Undergraduate thesis. Italy: Department of Structural Mechanics, University of Pavia; 2005 [in Italian]
-
Marino S. Rilievo ed elaborazione statistiche delle caratteristiche di edifici esistenti in cemento armato ai fini della valutazione di scenari di danno. Undergraduate thesis. Italy: Department of Structural Mechanics, University of Pavia; 2005 [in Italian]
-
-
-
-
22
-
-
29244456988
-
Seismic vulnerability assessment of gravity load designed R/C frames
-
Masi A. Seismic vulnerability assessment of gravity load designed R/C frames. Bulletin of Earthquake Engineering 1 3 (2004) 371-395
-
(2004)
Bulletin of Earthquake Engineering
, vol.1
, Issue.3
, pp. 371-395
-
-
Masi, A.1
-
23
-
-
38849100368
-
-
Ordinanza del Presidente del Consiglio dei Ministri n, 3274 del 20 Marzo 2003. Primi elementi in materia di criteri generali per la classificazione sismica del territorio nazionale e di normative tecniche per le costruzioni in zona sismica. GU n, 72 del 8-5-2003. 2003 [in Italian]
-
Ordinanza del Presidente del Consiglio dei Ministri n, 3274 del 20 Marzo 2003. Primi elementi in materia di criteri generali per la classificazione sismica del territorio nazionale e di normative tecniche per le costruzioni in zona sismica. GU n, 72 del 8-5-2003. 2003 [in Italian]
-
-
-
-
24
-
-
0035297199
-
Deformation of R.C. members at yielding and ultimate
-
Panagiotakos T., and Fardis M.N. Deformation of R.C. members at yielding and ultimate. ACI Structural Journal 98 (2001) 135-148
-
(2001)
ACI Structural Journal
, vol.98
, pp. 135-148
-
-
Panagiotakos, T.1
Fardis, M.N.2
-
25
-
-
38849161536
-
-
Pinho R, Bommer JJ, Glaister S. A simplified approach to displacement-based earthquake loss estimation analysis. In: Proceeding of the 12th European conference on earthquake engineering. Paper no. 738. 2002
-
Pinho R, Bommer JJ, Glaister S. A simplified approach to displacement-based earthquake loss estimation analysis. In: Proceeding of the 12th European conference on earthquake engineering. Paper no. 738. 2002
-
-
-
-
27
-
-
21744439092
-
Displacement-based seismic assessment of reinforced concrete buildings
-
Priestley M.J.N. Displacement-based seismic assessment of reinforced concrete buildings. Journal of Earthquake Engineering 1 (1997) 157-192
-
(1997)
Journal of Earthquake Engineering
, vol.1
, pp. 157-192
-
-
Priestley, M.J.N.1
-
28
-
-
29344456262
-
Myths and fallacies in earthquake engineering-revisited
-
IUSS Press, Pavia (Italy)
-
Priestley M.J.N. Myths and fallacies in earthquake engineering-revisited. The Mallet Milne Lecture (2003), IUSS Press, Pavia (Italy)
-
(2003)
The Mallet Milne Lecture
-
-
Priestley, M.J.N.1
-
29
-
-
0001549955
-
Towards a capacity design assessment procedure for reinforced concrete frames
-
Priestley M.J.N., and Calvi G.M. Towards a capacity design assessment procedure for reinforced concrete frames. Earthquake Spectra 7 3 (1991) 413-437
-
(1991)
Earthquake Spectra
, vol.7
, Issue.3
, pp. 413-437
-
-
Priestley, M.J.N.1
Calvi, G.M.2
-
31
-
-
13444302510
-
A new analytical procedure for the derivation of displacement-based vulnerability curves for populations of RC structures
-
Rossetto T., and Elnashai A. A new analytical procedure for the derivation of displacement-based vulnerability curves for populations of RC structures. Engineering Structures 7 3 (2005) 397-409
-
(2005)
Engineering Structures
, vol.7
, Issue.3
, pp. 397-409
-
-
Rossetto, T.1
Elnashai, A.2
-
32
-
-
38849137273
-
-
SeismoSoft. SeismoStruct-A computer program for static and dynamic analysis for framed structures. Available from URL: www.seismosoft.com (online). 2007
-
SeismoSoft. SeismoStruct-A computer program for static and dynamic analysis for framed structures. Available from URL: www.seismosoft.com (online). 2007
-
-
-
-
33
-
-
0030418872
-
Method for probabilistic evaluation of seismic structural damage
-
Singhal A., and Kiremidjian A.S. Method for probabilistic evaluation of seismic structural damage. Journal of Structural Engineering, ASCE 122 12 (1996) 1459-1467
-
(1996)
Journal of Structural Engineering, ASCE
, vol.122
, Issue.12
, pp. 1459-1467
-
-
Singhal, A.1
Kiremidjian, A.S.2
|