Aprile A., Benedetti A. and Camata G. (2000). “Performance of concrete filled FRP tubes in flexure.” Proc., Conference of Advanced FRP Materials for Civil Structures, Bologna, Italy, October.
Benedetti A., Camata G., Mangoni E. and Pugi F. (2007). “Out of plane seismic resistance of walls: collapse mechanisms and retrofit techniques” The Tenth North American Masonry Conference (10 NAMC), June 3-6.
Biondi S., Camata G., Spacone E. Valente C.(2009) Ambient Vibration Identification of a masonry tower, ANIDIS, Bologna, Italy.
Bosco M., Camata G., De Stefano M., Ghersi A., Lucchini A., Magliulo G., Marino I., Martinelli E., Monti G., Petti L., Saetta A, Spacone E., Trombetti T. (2008) Guidelines for Nonlinear Analyisis of Existing Reinforced Concrete Buildings. Assessment and Reduction of the Vulnerability of Existing Reinforced Concrete Buildings.
Camata G. (2003). “Modeling and Testing Fiber Reinforced Polymers in Civil Structures.” PhD thesis. University of Colorado, Boulder, USA
Camata G. and Shing B. (2004). “Evaluation of the Glass Fiber Reinforced Polymer (GFRP) Deck Panel for the O’Fallon Park Bridge.” Report No. CDOT-DTD-R-2004-2 for the Colorado Department of Transportation, Colorado Department of Transportation, Research Branch, 4201 E. Arkansas Ave., Denver, CO 80222, July.
Camata G. (2000). “Structural Performance of Concrete Filled FRP Tubes.” BS/MS thesis, University of Bologna, Italy.
Camata G. (2011). “Challenges in Licensure in an International Context.” International Workshop Engineering Ethics for a Globalized World (EGW11) October 23 – 25. Texas A&M University at Qatar.
Camata G. and Shing B. (2005) “Evaluation of GFRP Honeycomb Beams for the O’Fallon Park Bridge.” Journal of Composite for Construction, ASCE, 8 (6), November/December, 545-555.
Camata G. and Spacone E. (2004). “Brittle-Failures of RC Structural Members Strengthened with Fiber Reinforced Polymers.” Proc., Innovative Materials and Technologies for Construction and Restoration, IMTCR-04, 6/9 June 2004 Lecce, Italy, volume 2, 97-106.
Camata G., Biondi S., De Matteis G., Lai C., Spacone E., Vanzi I., Vasta M. (2009) Post Damage Assessment of the L’Aquila, Abruzzi April 6, 2009 Earthquake. Keynote address, COMPDYN, June 22-24, Rhodes, Greece
Camata G., Canducci G. and Spacone E. (2007). “Multidirectional seismic input: Design directional combination rules” in Italian, XII Convegno Nazionale, L’ingegneria sismica in Italia, Pisa, Italy, June 10-14.
Camata G., Corotis R. and Spacone E. (2002). “Simplified Stochastic Modeling and Simulation of Unidirectional Fiber Reinforced Composites.” Proc., Fourth International Conference on Computational Stochastic Mechanics, Corfu, Greece, June 9-12.
Camata G., Corotis R. and Spacone E. (2004). “Simplified Stochastic Modeling and Simulation of Unidirectional Fiber Reinforced Composites.” Journal of Probabilistic Engineering Mechanics, Elsevier, 19 (1-2), 33-40.
Camata G., L. Cifelli, E. Spacone, J. Conte and P. Torrese. (2008) Safety Analysis of the bell tower of S.Maria Maggiore cathedral in Guardiagrele (Italy) Proc. 14th World Conference on Earthquake Engineering (14WCEE), Beijing, China 12-17 October.
Camata G., L. Cifelli, E. Spacone, J. Conte, M. Loi and P. Torrese. (2008) Seismic safety assesment of the tower of the S.Maria Maggiore Cathedral in Guardiagrele, Italy Proc. The Ninth International Conf. on Computational Structure Technology, edited by B.H.V. Topping and M. Papadrakakis. Athens, Greece 2-5 September.
Camata G., Pasquini F. and Spacone E. (2007). “High Temperature Flexural Strengthening with Externally Bonded FRP Reinforcement” FRPRCS-8, University of Patras, Greece, July 16-18.
Camata G., Sarni A. and Spacone E. (2007). “Applications of the first draft of the new Italian guidelines for the seismic vulnerability assessment of bridges.” 1ST US-Italy Seismic Bridge Workshop, Pavia (Italy), April 18th-20th 2007.
Camata G., Sarni A., Spacone E., Ricci G. and Buffone D. (2007). “Linear/Nonlinear dynamic analysis and seismic assessment of an existing viaduct” XII Convegno Nazionale, L’ingegneria sismica in Italia, Pisa, Italy, June 10-14.
Camata G., Spacone E. and Saouma V. (2002). “Nonlinear Fracture mechanics analysis of brittle failure modes of post-strengthening aged/damaged Reinforced Concrete structural members with Fiber Reinforced Polymer materials.” Proc., Bond in Concrete – from research to standards, November, Budapest, Hungary.
Camata G., Spacone E. and Saouma V. (2003). “Modeling FRP strengthened reinforced concrete structural members using nonlinear finite elements.” Proc., fib-Symposium Concrete Structures in Seismic Regions, May 6-9, Athens.
Camata G., Spacone E. and Saouma V. (2003). “Nonlinear modeling of debonding failure of RC structural members srengthened with FRP laminates.” Proc., 6th International Symposium on Fibre-Reinforced Polymer (FRP) Reinforcement for Concrete Structures, FRPRCS-6, July 8-10, Singapore.
Camata G., Spacone E. and Zarnic R. (2007) “Experimental and Nonlinear Finite Element Studies of RC Beams Strengthened with FRP Plates.” Composites Part B: Engineering, Elsevier, 38 (2), March, 277-288
Camata G., Spacone E., Al Mahaidi R. and Saouma V. (2003). “Modeling FRP strengthened reinforced concrete structural members using nonlinear fracture mechanics.” Proc., International Conference on Composites in Construction, September 16-19, Rende (CS), Italy.
Camata G., Spacone E., Al Mahaidi R. and Saouma V. (2004). “Analysis of Test Specimens for Cohesive Near-Bond Failure of Fiber-Reinforced Polymer-Plated Concrete.” Journal of Composite for Construction, ASCE, 8 (6), 528-538.
Camata, G., Shing, P.B. (2010). Static and fatigue load performance of a GFRP honeycomb bridge deck. Composites, Part B 41: 299-307.
Cantagallo C, Camata G, Spacone E (2015). Influence of earthquake ground motion selection and scaling methods on seismic directionality effects. EARTHQUAKE AND STRUCTURES (ISSN:2092-7614) p. 185 – 204 Vol. 8,
Cantagallo C., Camata G., Spacone E. (2013). Seismic Demand Sensitivity of Reinforced Concrete Structures to Ground Motion Selection and Modification Methods. EARTHQUAKE SPECTRA (ISSN:8755-2930) Vol. I,
Cantagallo C., Camata G., Spacone E. (2011) “Effects of Seismic Directionality on Structural Response”, Submitted to Earthquake Spectra. Journal of the Earthquake Engineering Research Institute (EERI).
Cantagallo C., Camata G., Spacone E. (2013). Analysis of post-elastic damage measures in Nonlinear Dynamic Analyses of RC structures. Proceedings of the 2013 World Congress on Advances in Structural Engineering and Mechanics (ASEM13) 592- 606, In:2013 World Congress on Advances in Structural Engineering and Mechanics (ASEM13). 8-12 September, 2013, Jeju, South Korea,
Cantagallo C., Camata G., Spacone E. and Corotis R. (2011) (published online In press). The variability of deformation demand with ground motion intensity. Journal of Probabilistic Engineering Mechanics, Elsevier.
Cantagallo C., Camata G., Spacone E., Corotis R. (2010), The Variability of Deformation Demand with Ground Motion Intensity, Computational Stochastic Mechanics – Proc. of the 6th International Conference (CSM-6), Rhodos, Greece, June 13-16.
Corigliano M, Lai CG, Scandella L, Spacone E, Camata G, Cantagallo C, Spallarossa D, Ghiretti P (2014). Probabilistic Seismic Hazard Assessment Of The European Extremely Large Telescope (“E-ELT”) Project (Chile). Frontiers in Earthquake Engineering In:10th U.S. National Conference on Earthquake Engineering . 21-24/07/2014, Anchorage, Alaska, USA
Humberto Varum, Nicola Tarque, Dora Silveira, Guido Camata, Bruno Lobo, Marcial Blondet, António Figueiredo, Muhammad Masood Rafi, Cristina Oliveira,Aníbal Costa (2013). Structural Behaviour and Retrofitting of Adobe Masonry Buildings Structural Rehabilitation of Old Buildings. Building Pathology and RehabilitationStructural Rehabilitation of Old Buildings. Aníbal Costa, H João Miranda Guedes, umberto Varum, p. 37 – 75
T. Nguyen, R.B. Corotis, G. Camata (2013). Finite element models and future uses for confined masonry. Proc. of ICOSSAIR 2013, Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures In:ICOSSAIR 2013, Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures. June, New York,
Liel A., Corotis R., Camata G., Sutton J., Holtzman R., Spacone E. (2013). Perceptions of Decision-Making Roles and Prioriteis Affecting Rebuilding After Disaster: the Example of L’Aquila, Italy. EARTHQUAKE SPECTRA (ISSN:8755-2930) p. 843 – 868 Vol. 29,
Liel A.B., Corotis R., Sutton, Camata G., Spacone E. and Bricker-Ford R. (2011) “Rebuilding L’Aquila following the 2009 Earthquake: Priorities and Perspectives,” (with), ICASP 11, August, Zurich, Switzerland.
Limkatanyu S., Thomsen H., Spacone E. and Camata G. (2003). “Parametric Studies of RC Beams Strengthened in Flexure with Externally Bonded FRPs.” Proc., 6th International Symposium on Fibre-Reinforced Polymer (FRP) Reinforcement for Concrete Structures, FRPRCS-6, July 8-10, Singapore.
Massimo Meghella, Giorgia Faggiani, Enrico Spacone, Guido Camata, Giuseppe Brando. A risk analysis framework for the safety assessment of dams in Italy. 8th ICOLD European Club Symposium Austria, Innsbruck 22-23 September.
Nicola Tarque, Carlo G. Lai, Francesca Bozzoni, Enrico Miccadei, Tommaso Piacentini, Guido Camata, Enrico Spacone (2015). Evaluation of the Ground Motion Amplification at Poggio Picenze (Italy)Engineering Geology for Society and Territory – Volume 5. Engineering Geology for Society and Territory – Volume 5 1077- 1080, vol.5, In:Engineering Geology for Society and Territory . 15-19 October 2015, Torino, Italy,
Nicola Tarque, Carlo G. Lai, Francesca Bozzoni, Enrico Miccadei, Tommaso Piacentini, Guido Camata, Enrico Spacone (2013). Expected Ground Motion at the Historical Site of Poggio Picenze, Central Italy, with reference to current Italian Building Code. ENGINEERING GEOLOGY (ISSN:0013-7952) p. 100 – 115 Vol. 166,
Spacone E., Camata G. and Faggella M. (2008). Nonlinear models and nonlinear procedures for seismic analysis of reinforced concrete frame structures keynote Lecture, ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, M. Papadrakakis, D.C. Charmpis, N.D. Lagaros, Y. Tsompanakis (eds.), Rethymno, Crete, Greece, 13-16 June.
Spacone E., Camata G., Faggella M. (2008) Nonlinear models and nonlinear procedures or seismic analysis of reinforced concrete frame structures. In: Charmpis D.C., Papadrakakis M., Lagaros N.D., Tsompanakis Y. Computational Structural Dynamics and Earthquake Engineering. ISBN: 9780415452618. Taylor and Francis (Netherlands).
Tarque N, Bozzoni F, Lai CG, Miccadei E, Piacentini T, Camata G, Spacone E (2014). SEISMIC GROUND RESPONSE ANALYSIS AT THE SITE OF SAN FELICE CHURCH IN POGGIO PICENZE (L’AQUILA, ITALY). Frontiers of Earthquake Engineering EERI, In:10th U.S. National Conference on Earthquake Engineering . 21-24/07/2014, Anchorage, Alaska, USA,
Tarque N, Camata G, Spacone E and Varum H. (2011) “Non-linear dynamic analysis of a full-scaled unreinforced adobe module”. Journal of the Earthquake Engineering Research Institute (EERI).
Tarque N, Camata G, Spacone E, Varum H and Blondet M. (2010). Numerical modeling of in-plane behaviour of adobe walls. In proceedings of 8th National Conference on Seismology and Earthquake Engineering. University of Aveiro, Aveiro, Portugal.
Tarque N, Camata G, Spacone E, Varum H, and Blondet M. (2011). “Numerical modeling of adobe walls under monotonic in-plane loads”, Computers and Structures Journal.
Tarque N, Camata G, Spacone E, Varum H, and Blondet M. (2012) “Elastic and inelastic parameters for representing the seismic in-plane behaviour of adobe wall”, .” Terra 2012, Catholic Università di Peru. Lima, Peru
Tarque N, Camata G, Spacone E, Varum H, and Blondet M. (2012) “Non-linear dynamic analysis of an adobe module.” Terra 2012, Catholic Università di Peru. Lima, Peru
Tarque N, Camata G, Varum H, Spacone E, Blondet M (2014). Numerical simulation of an adobe wall under in-plane loading, EARTHQUAKE AND STRUCTURES (ISSN:2092-7614) p. 627 – 646 Vol. 6,
Tarque N, Candido L, Camata G, Spacone E (2015). Masonry Infilled Frame Structures : State-of-the-Art Review of Numerical Modeling. EARTHQUAKE AND STRUCTURES (ISSN:2092-7614) p. 225 – 251 Vol. 8,
Thomsen H., Spacone E., Limkatanyu S. and Camata G. (2004). “Failure Mode Analyses of Reinforced Concrete Beams Strengthened in Flexure with Externally Bonded Fiber Reinforced Polymers.” Journal of Composite for Construction, ASCE, 8 (2), 123-131.
Ucci, M., Camata, G., Spacone, E., Lilliu, G., Manie, J., Schreppers, G. J., (2011) “Nonlinear soil-structure interaction of a curved bridge on the Italian Tollway A25”, Proceedings of the EuroDyn 2011 Conference, Leuven, Belgium, July.
Abstract: Spreadsheet to calculate the shear design of plates and slabs withor without special shear reinforcement, according to American Standard “ACI318-11”.
Abstract: Spreadsheet to calculate the shear and torsion strength of the concrete beam element with or without shear reinforcement, according to American Standard “ACI318-11”.
04 NEW TECHNOLOGIES FOR THE CONSERVATION AND REHABILITATION OF HERITAGE STRUCTURES
04 NEW TECHNOLOGIES FOR THE CONSERVATION AND REHABILITATION OF HERITAGE STRUCTURES
Published on: 10/23/2015
Abstract: Presentation about new technologies for the conservation and rehabilitation of heritage structures. Pontificia Universidad Católica del Perù.
Abstract: Spreadsheet to calculate the shear strength of the one or two-way concrete slab without shear reinforcement, according to American Standard “ACI318-11”.
01 SAFETY ANALYSIS OF THE BELL TOWER OF S. MARIA MAGGIORE CATHEDRAL IN GUARDIAGRELE (ITALY)
01 SAFETY ANALYSIS OF THE BELL TOWER OF S. MARIA MAGGIORE CATHEDRAL IN GUARDIAGRELE (ITALY)
Published on: 09/28/2015
Abstract: The study of historical building goes beyond the modern principles of earthquake engineering and requires on one side a good knowledge of the building techniques at the time of construction and of the building transformations over the centuries, on the other an in depth survey of the building…
Abstract: Spreadsheet to calculate the shear strength of the concrete beam element with or without shear reinforcement, according to American Standard “ACI318-11”.
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Responsabile dell’intera progettazione strutturale rimane sempre e comunque il Progettista incaricato (D.M. 14/01/2008 n. 29581).
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