Library

  • Aktaş, Y. D., Türer, A. (2016) Seismic Performance Evaluation of Traditional Timber Hımış Frames: Capacity Spectrum Method Based Assessment, Bulletin of Earthquake Engineering, Volume 14, Issue 11, pp. 3175-3194, doi: 10.1007/s10518-016-9943-2
  • Aktaş, Y.D. (2016) Seismic Resistance of Traditional Timber Frame Hımış Structures: A Brief Overview, accepted for publication at International Wood Products Journal

  • Šobra, K., Avez, C., Aktaş, Y.D., de Rjik, R., Burawska, I., Branco, J. (2016) Load-Bearing Capacity of Traditional Dovetail Carpentry Joints with and without Dowels: Comparison of Experimental and Analytical Results; in Historical Earthquake-Resistant Timber Framing in the Mediterranean Area; Springer, pp.215-226.

  • Šobra, K., de Rjik, R., Aktaş, Y.D., Avez, C., Burawska, I., Branco, J. (2016) Experimental and Analytical Assessment of the Capacity of Traditional Single Notch Joints and Impact of Retrofitting by Self-Tapping Screws; in Historical Earthquake-Resistant Timber Framing in the Mediterranean Area; Springer, pp.359-369.
  • Quinn, N. and D. D'Ayala (2014). In-Plane Experimental Testing on Historic Quincha Walls. 9th International Conference on Structural Analysis of Historical Constructions. Mexico City
  • Poletti E., Vasconcelos G. (2014). Seismic behaviour of traditional timber frame walls: experimental results on unreinforced walls. Bulletin of Earthquake Engineering
  • Kouris, L. A. S., Meireles, H., Bento, R., & Kappos, A. J. (2014). Simple and complex modelling of timber-framed masonry walls in Pombalino buildings. Bulletin of Earthquake Engineering, 1-27 
  • Kouris, L. A. S., & Kappos, A. J. (2014). A practice-oriented model for pushover analysis of a class of timber-framed masonry buildings. Engineering Structures, 75, 489-506
  • Poletti, E.; Vasconcelos, G.; Jorge M.; (2014); Full-Scale Experimental Testing of Retrofitting Techniques in Portuguese “Pombalino” Traditional Timber Frame Walls; Journal of Earthquake Engineering, Volume 18, Issue 4 pp. 553-579. (Request full text to historictimberframes@gmail.com).
  • A. Dutu, J. G. Ferreira, C.S. Dragomir (2013) - "Timber framed masonry buildings, an earthquake resistance influenced architecture" - ICSA 2013 (International Conference Structures and Architecture) 24-26 Guimaraes Portugal
  • Indirli, M., Kouris, L.A.S., Formisano, A., Borg, R.P. and Mazzolani, F.M. (2013) Seismic damage assessment of unreinforced masonry structures after the Abruzzo 2009 earthquake: the case study of the historical centres of L'Aquila and Castelvecchio Subequo. International Journal of Architectural Heritage, 7, 536–578. (Request full text to historictimberframes@gmail.com)
  • Quinn, N. and D. D’Ayala (2013). "Assessment of the Realistic Stiffness and Capacity of the Connections in Quincha Frames to Develop Numerical Models." Advanced Materials Research 778: 526-533.
  • Ruggieri, N.; Tampone, G.; Zinno, R.; 2013; Typical Failures, Seismic Behaviour and Safety of the Borbone system with Timber Framing, in Advanced Materials Research, Vol. 778 (2013), Trans Tech Publications, Switzerland, pp 58-65. (Request full text to historictimberframes@gmail.com)
  • Ruggieri, N.; 2013; Timber Framing Wall in the Italic Civilization Model; in Proceedings of International Conference on Historic Earthquake-Resistant Timber Frames in the Mediterranean Area; Unical, Cosenza. (Request full text to historictimberframes@gmail.com)
  • Ruggieri, N.; Zinno, R. 2013; Mechanical and Constructive Interpretation of the Giovanni Vivenzio's model; in Proceedings of International Conference on Historic Earthquake-Resistant Timber Frames in the Mediterranean Area; Unical, Cosenza. (Request full text to historictimberframes@gmail.com)
  • Ruggieri, N.; Zinno, R. 2013; Behaviour of the Borbone Constructive System under Cycling Loading. Preliminary Report ; in Proceedings of International Conference on Historic Earthquake-Resistant Timber Frames in the Mediterranean Area; Unical, Cosenza. (Request full text to historictimberframes@gmail.com)
  • Galassi, S.; Pugi, F.; Ruggieri, N.; Tempesta, G.; 2013; Seismic Performance Evaluation of Timber-Framed Masonry Walls. Experimental Tests and Numerical Modelling; in Proceedings of International Conference on Historic Earthquake-Resistant Timber Frames in the Mediterranean Area; Unical, Cosenza. (Request full text to historictimberframes@gmail.com)
  • Aktaş Erdem, Y.D., Türer, A., Akyüz, U., Erdil, B., Şahin Güçhan, N.;2012; Behavior of Timber Frames with Adobe Infill Under Reverse Cyclic Loading; Proceedings of XIth International Conference on the Study and Conservation of Earthen Architecture Heritage, TERRA 2012, April 22-27, 2012, Lima, Perú.
  • Aktaş Erdem, Y.D., Akyüz, U., Türer, A., Erdil, B., Şahin Güçhan, N.; 2012; Seismic Resistance Evaluation of Traditional Ottoman Timber-Frame Hımış Houses: Frame Loadings and Material Tests, Earthquake Spectra, accepted for publication in August 2012 - forthcoming article (http://earthquakespectra.org/doi/pdf/10.1193/011412EQS011M)
  • Cancino C, Lardinois S, D’Ayala D, Fonseca Ferreira C, Torrealva Dávila D, Vicente Meléndez E, Villacorta Santamato L. (2012). Seismic Retrofitting Project: assessment of prototype buildings. Vol. 1-2. Los Angeles: The Getty Conservation Institute (GCI)
  • Fonseca Ferreira, C.; D’Ayala, D. (2012). Numerical modelling and structural analysis of historical ecclesiastical buildings in Peru for seismic retrofitting. Proceedings of the SAHC2012: 8th International Conference on Structural Analysis of Historical Constructions, Poland
  • Kouris, L.A.S. and Kappos, A.J. (2012) Detailed and simplified non-linear models for timber-framed masonry structures. Journal of Cultural Heritage, 13, 47-58. (Request full text to historictimberframes@gmail.com).
  • Quinn, N., D. D'Ayala and D. Moore (2012). Experimental testing and numerical analysis of quincha under lateral loading. Structural Analysis of Historic Constructions. J. Jasienko. Wroclaw, Poland. 2: 1699.
  • Aktaş Erdem Y. D., Türer A., Akyüz, U., Erdil, B., Şahin Güçhan N.; 2011; Evaluation of Seismic Resistance of Traditional Ottoman Timber Frame "Hımış" Houses; 2nd WTA - International PhD Symposium; October 6-7, 2011, Brno, Czech Republic, pp. 193-202.
  • Tsai, P. -. H., & D'Ayala, D. (2011). Performance-based seismic assessment method for Taiwanese historic Dieh-Dou timber structuresEarthquake Engineering and Structural Dynamics, 40 (7), 709-729.
  • Aktaş Erdem Y.D., Akyüz U., Erdil B., Türer A., Şahin Güçhan N.; 2010; Assessment of Seismic Behavior of Traditional Timber Frame Ottoman Houses: Frame tests; Proceedings of 1st International Conference on Structures and Architecture; July, 21-23, 2010, Guimaraes, Portugal; ed. Cruz P.; Taylor and Francis Group, pp. 1130-1137.
  • Aktaş Erdem Y.D., Türer A., Erdil B., Akyüz, U., Şahin Güçhan N.; 2010; Testing and Seismic Capacity Evaluation of a Typical Traditional Ottoman Timber Frame; Proceedings of the 7th International Conference on Structural Analysis of Historical Constructions (SAHC) – Strengthening and Retrofitting; Trans Tech Publications Ltd., Switzerland; Advanced Material Research Vols. 133-134, ed. Xianglin Gu and Xiaobin Song; October 6-8, 2010, Shanghai, People’s Republic of China, pp. 629-634.
  • Tsai, P. -. H., & D'Ayala, D. (2008). Evaluation of historic Dieh-Dou buildings in Taiwan. Structural Analysis of Historic Construction: Preserving Safety and Significance - Proceedings of the 6th International Conference on Structural Analysis of Historic Construction, SAHC08, 1, 331-338.
  • D'Ayala, D.F., & Tsai, P.H. (2008), Seismic Vulnerability of historic Dieh-Dou timber structures in Taiwan, Engineering Structures, 30 (8), 2101-2113.
  • D’Ayala, D., & Wang, H. (2006). Conservation practice of Chinese timber structures: no originality to be changed, or conserve as found. Journal of architectural conservation, 12, 7-26.



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