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I am a Ph.D. in Structural Engineering and Engineering Seismology by the University of Pavia (Italy, 2008-2011). In 2012, I got a short grant to participate in a post-doctoral research at the same university and with collaboration of the University Gabriele d’Annunzio. In 2013, I participated also as a post-doctoral fellow at the University of Bologna in a joint project with the University of Gabriele d’Annunzio. Currently, I work at the Engineering Department of the Pontificia Universidad Católica del Perú (PUCP) as a full-time professor and researcher, and I belong to the research group GERDIS-PUCP, where the main objective is the risk assessment and management of vulnerable societies and dwellings (https://investigacion.pucp.edu.pe/grupos/gerdis/acerca-del-grupo/). During my Ph.D. at the University of Pavia, I was pionereed numerical modeling of earthen dwellings, previously experimentally tested in Peru. The scientific contribution was the calibration of numerical constitutive laws of earthen materials to be used in the seismic assessment of adobe structures within the finite element method, contributing in this way to the state-of-the-art of the vulnerability assessment of vernacular and historical earthen constructions. During my Postdoctoral Fellowship, at the University of Bologna and Gabriele d’Annunzio, I studied the behavior of stone walls with an irregular pattern, ending with a methodology for computing its lateral capacity. The results were published in peer-review journals and international conferences. Along my career, I has been involved in projects related to reinforced and unreinforced masonry (earthen material, stone, fired clay brick) and I was in charge of pseudo static in-plane cyclic tests of masonry walls and dynamic test of full and half-scale adobe houses (with and without strengthening), this last funded by local governmental institutions and developed by a group of researchers from the PUCP. My main work field concerns the non-linear dynamic analysis of structures (earthen, masonry), finite element modelling, seismic design of masonry and reinforced concrete structures, seismic vulnerability, seismic hazard, seismic risk assessment and amplification of ground motions.
Identification

Personal identification

Full name
Nicola Tarque

Citation names

  • Tarque, Nicola

Author identifiers

Ciência ID
DF13-63BF-F27D
ORCID iD
0000-0002-1029-9240

Knowledge fields

  • Ciências da Engenharia e Tecnologias - Engenharia Civil - Engenharia da Construção

Languages

Language Speaking Reading Writing Listening Peer-review
Inglês Utilizador proficiente (C2) Utilizador proficiente (C2) Utilizador proficiente (C2) Utilizador proficiente (C2) Utilizador proficiente (C2)
Espanhol; Castelhano (Mother tongue)
Italiano Utilizador proficiente (C1) Utilizador proficiente (C2) Utilizador independente (B2) Utilizador proficiente (C2) Utilizador proficiente (C2)
Education
Degree Classification
2008/09/01 - 2011/08/31
Concluído
Structural Engineering (Doktor (PhD))
Centro Grandi Strumenti- Università degli Studi di Pavia, Itália
"Non linear dynamic analysis of adobe structures" (THESIS/DISSERTATION)
Very good
Affiliation

Docência no Ensino Superior

Category
Host institution
Employer
2008/08 - Current Professor Catedrático (Docente Universitário) Pontificia Universidad Católica del Perú, Peru
Outputs

Publicações

Artigo em conferência
  1. Tarque, Nicola. "Seismic protection of earthen vernacular and historical constructions". 2016.
  2. Tarque, N.; Bozzoni, F.; Lai, C.G.; Miccadei, E.; Piacentini, T.; Camata, G.; Spacone, E.. "Seismic ground response analysis at the site of San Felice Church in Poggio Picenze (L'Aquila, Italy)". 2014.
    10.4231/D3K06X185
  3. Vargas, J.; Blondet, M.; Tarque, N.. "Building codes for earthen buildings in seismic areas: The peruvian experience". 2006.
Artigo em revista
  1. Salsavilca, J.; Yacila, J.; Tarque, N.; Camata, G.. "Experimental and analytical bond behaviour of masonry strengthened with steel reinforced grout (SRG)". Construction and Building Materials 238 (2020): http://www.scopus.com/inward/record.url?eid=2-s2.0-85076152662&partnerID=MN8TOARS.
    10.1016/j.conbuildmat.2019.117635
  2. Brando, G.; Cocco, G.; Mazzanti, C.; Peruch, M.; Spacone, E.; Alfaro, C.; Sovero, K.; Tarque, N.. "Structural Survey and Empirical Seismic Vulnerability Assessment of Dwellings in the Historical Centre of Cusco, Peru". International Journal of Architectural Heritage (2019): http://www.scopus.com/inward/record.url?eid=2-s2.0-85074776399&partnerID=MN8TOARS.
    10.1080/15583058.2019.1685022
  3. Tarque, N.; Salsavilca, J.; Yacila, J.; Camata, G.. "Multi-criteria analysis of five reinforcement options for Peruvian confined masonry walls". Earthquake and Structures 17 2 (2019): 205-219. http://www.scopus.com/inward/record.url?eid=2-s2.0-85071770627&partnerID=MN8TOARS.
    10.12989/eas.2019.17.2.205
  4. Yacila, J.; Salsavilca, J.; Tarque, N.; Camata, G.. "Experimental assessment of confined masonry walls retrofitted with SRG under lateral cyclic loads". Engineering Structures 199 (2019): http://www.scopus.com/inward/record.url?eid=2-s2.0-85071762174&partnerID=MN8TOARS.
    10.1016/j.engstruct.2019.109555
  5. Yacila, J.; Camata, G.; Salsavilca, J.; Tarque, N.. "Pushover analysis of confined masonry walls using a 3D macro-modelling approach". Engineering Structures 201 (2019): http://www.scopus.com/inward/record.url?eid=2-s2.0-85073538244&partnerID=MN8TOARS.
    10.1016/j.engstruct.2019.109731
  6. Liguori, N.; Tarque, N.; Bambaren, C.; Santa-Cruz, S.; Palomino, J.; Laterza, M.. "Basic Seismic Response Capability of Hospitals in Lima, Peru". Disaster Medicine and Public Health Preparedness 13 2 (2019): 138-143. http://www.scopus.com/inward/record.url?eid=2-s2.0-85051059051&partnerID=MN8TOARS.
    10.1017/dmp.2018.47
  7. Anelli, A.; Santa-Cruz, S.; Vona, M.; Tarque, N.; Laterza, M.. "A proactive and resilient seismic risk mitigation strategy for existing school buildings". Structure and Infrastructure Engineering 15 2 (2019): 137-151. http://www.scopus.com/inward/record.url?eid=2-s2.0-85059472424&partnerID=MN8TOARS.
    10.1080/15732479.2018.1527373
  8. Rossi, E.; Grande, F.; Faggella, M.; Tarque, N.; Scaletti, A.; Gigliotti, R.. "Seismic Assessment of the Lima Cathedral Bell Towers via Kinematic and Nonlinear Static Pushover Analyses". International Journal of Architectural Heritage (2019): http://www.scopus.com/inward/record.url?eid=2-s2.0-85061454697&partnerID=MN8TOARS.
    10.1080/15583058.2019.1570387
  9. Liguori, N.; Tarque, N.; Bambarén, C.; Spacone, E.; Viveen, W.; de Filippo, G.. "Hospital treatment capacity in case of seismic scenario in the Lima Metropolitan area, Peru". International Journal of Disaster Risk Reduction 38 (2019): http://www.scopus.com/inward/record.url?eid=2-s2.0-85066248149&partnerID=MN8TOARS.
    10.1016/j.ijdrr.2019.101196
  10. Lovon, H.; Tarque, N.; Silva, V.; Yepes-Estrada, C.. "Development of fragility curves for confined masonry buildings in Lima, Peru". Earthquake Spectra 34 3 (2018): 1339-1361. http://www.scopus.com/inward/record.url?eid=2-s2.0-85055766252&partnerID=MN8TOARS.
    10.1193/090517EQS174M
  11. Tarque, Nicola. "Alternative approach for reproducing the in-plane behaviour of rubble stone walls". EARTHQUAKES AND STRUCTURES 13 1 (2017): 29-38.
    10.12989/eas.2017.13.1.029
  12. Tarque, Nicola. "Development of a fragility model for the residential building stock in South America". Earthquake Spectra 33 2 (2017): 581-604.
    10.1193/010716EQS005M
  13. Tarque, Nicola. "Modeling the residential building inventory in South America for seismic risk assessment". Earthquake Spectra 33 1 (2017): 299-322.
    10.1193/101915EQS155DP
  14. Tarque, Nicola. "Masonry infilled frame structures: state-of-the-art review of numerical modelling". Earthquakes and Structures 8 3 (2015): 731-757.
    10.12989/eas.2015.8.3.733
  15. Tarque, Nicola. "Numerical simulation of an adobe wall under in-plane loading". Earthquakes and Structures 6 6 (2014): 627-646.
    10.12989/eas.2014.6.6.627
  16. Tarque, N.; Camata, G.; Spacone, E.; Varum, H.; Blondet, M.. "Nonlinear dynamic analysis of a full scale unreinforced adobe model". Earthquake Spectra 30 4 (2014): 1643-1661. http://www.scopus.com/inward/record.url?eid=2-s2.0-84920031294&partnerID=MN8TOARS.
    10.1193/022512EQS053M
  17. Tarque, Nicola. "Expected ground motion at the historical site of Poggio Picenze, Central Italy, with reference to current Italian building code". Engineering Geology 166 (2013): 100-115.
    10.1016/j.enggeo.2013.09.003
  18. Tarque, Nicola. "Displacement-based fragility curves for seismic assessment of adobe buildings in Cusco, Peru". Earthquake Spectra 28 2 (2012): 759-794.
    10.1193/1.4000001
  19. Blondet, M.; Vargas, J.; Tarque, N.; Iwaki, C.. "Seismic resistant earthen Construction: The contemporary experience at the Pontificia Universidad Católica del Perú,Construcción sismorresistente en tierra: La gran experiencia contemporánea de la Pontificia Universidad Católica del Perú". Informes de la Construccion 63 523 (2011): 41-50. http://www.scopus.com/inward/record.url?eid=2-s2.0-80051803634&partnerID=MN8TOARS.
    10.3989/ic.10.017
Capítulo de livro
  1. Tarque, Nicola. "Evaluation of the ground motion amplification at Poggio Picenze (Italy)". 1077-1080. Springer, Cham, 2015.
  2. Tarque, Nicola. "Structural Behaviour and Retrofitting of Adobe Masonry Buildings". 2014.
    10.1007/978-3-642-39686-1_2
Livro
  1. Blondet, M.; Tarque, N.; Vargas, J.; Vargas, H.. Evaluation of a Rope Mesh Reinforcement System for Adobe Dwellings in Seismic Areas. 2019.
    10.1007/978-3-319-99441-3_43
  2. Portugal, H.; Tarque, N.. Non-linear Modelling of a Geomesh-Reinforced Earthen Wall Subjected to Dynamic Loading. 2019.
    10.1007/978-3-319-99441-3_120
  3. Rossi, E.; Scaletti, A.; Tarque, N.; Grande, F.; Gigliotti, R.; Faggella, M.. Bell Towers of Lima’s Cathedral: An Architectural-Engineering Combined Seismic Study. 2019.
    10.1007/978-3-319-99441-3_161
  4. Spacone, E.; Brando, G.; Peruch, M.; Mazzanti, C.; Sovero, K.; Tarque, N.. An Extensive Survey of the Historic Center of Cusco for Its Seismic Vulnerability Assessment. 2019.
    10.1007/978-3-319-99441-3_135