In-Plane Cyclic Response of New Urm Systems with Thin Web and Shell Clay Units

References

• ASTM E 519-02. [2002] Standard Test Method for Diagonal Tension (Shear) in Masonry Assemblages, American Society for Testing and Materials, United States.
   Google Scholar
• Bosiljkov, V., Page, A., Bokan-Bosiljkov, V. and Žarnić, R. [2003] “Performance based studies of in-plane loaded unreinforced masonry walls,” Masonry International 16(2), 39–50.
   Google Scholar
• Bosiljkov, V., Tomaževič, M. and Lutman, M. [2004] Optimization of shape of masonry units and technology of construction for earthquake resistant masonry buildings, Research report, ZAG, Slovenian National Building and Civil Engineering Institute, Ljubljana, Slovenia.
   Google Scholar
• Bosiljkov, V., Totoev, Y. Z. and Nichols, J. M. [2005] “Shear modulus and stiffness of brickwork masonry: an experimental perspective,” Structural Engineering and Mechanics 20(1), 21–43. doi:10.12989/sem.2005.20.1.021.
   Web of Science ®Google Scholar
• CEN. [1995] Eurocode 8 - Design provisions for earthquake resistance of structures - Part 1-3: General rules - Specific rules for various materials and elements, ENV 1998-1-3:1995, Brussels, Belgium.
   Google Scholar
• CEN. [2004] Eurocode 8 - Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings, EN 1998-1:2004, Brussels, Belgium.
   Google Scholar
• CEN. [2005a] Eurocode 8 - Design of structures for earthquake resistance - Part 3: Assessment and retrofitting of buildings, EN 1998-3:2005, Brussels, Belgium.
   Google Scholar
• CEN. [2005b] Eurocode 6 - Design of masonry structures, Part 1-1: Common rules for reinforced and unreinforced masonry structures, EN 1996-1-1:2005, Brussels, Belgium.
   Google Scholar
• Costa, A. A., Penna, A. and Magenes, G. [2011] “Seismic performance of Autoclaved Aerated Concrete (AAC) masonry: from experimental testing of the in-plane capacity of walls to building response simulation,” Journal of Earthquake Engineering 15(1), 1–31. doi:10.1080/13632461003642413.
   Web of Science ®Google Scholar
• D.M. 14/01/2008. [2008] Norme Tecniche per le Costruzioni (NTC2008), Gazzetta Ufficiale, n. 29 del 14/ 02/2008- Supplemento ordinario n.30 (in Italian).
   Google Scholar
• D.M. 17/01/2018. [2018] Norme Tecniche per le Costruzioni (NTC2018), Gazzetta Ufficiale, n. 42 del 20/ 02/2018- Supplemento ordinario n.8 (in Italian).
   Google Scholar
• D.M. 20/11/1987. [1987] Norme tecniche per la progettazione, esecuzione e collaudo degli edifici in muratura e per il loro consolidamento, Gazzetta Ufficiale, n. 285 del 05/12/1987 (in Italian).
   Google Scholar
• D.M. 31/ 07/2012. [2013] Approvazione delle Appendici nazionali recanti i parametri tecnici per l’applicazione degli Eurocodici, Gazzetta Ufficiale, n.73 del 27/03/2013 - Serie generale (in Italian).
   Google Scholar
• EN 1015-11. [2007] Methods of Test for Mortar for Masonry - Determination of Flexural and Compressive Strength of Hardened Mortar, CEN, Brussels, Belgium.
   Google Scholar
• EN 1052-1. [2001] Methods of Test for Masonry - Determination of Compressive Strength, CEN, Brussels, Belgium.
   Google Scholar
• EN 1052-3. [2007] Methods of Test for Masonry - Determination of Initial Shear Strength, CEN, Brussels, Belgium.
   Google Scholar
• EN 772-1. [2011] Methods of Test for Masonry Units - Determination of Compressive Strength, CEN, Brussels, Belgium.
   Google Scholar
• EN 772-16. [2011] Methods of Test for Masonry Units - Determination of Dimensions, CEN, Brussels, Belgium.
   Google Scholar
• EN 772-9. [2007] Methods of Test for Masonry Units - Determination of Volume and Percentage of Voids and Net Volume of Clay and Calcium Silicate Masonry Units by Sands Filling, CEN, Brussels, Belgium.
   Google Scholar
• ESECMaSE Project. [2006] Enhanced Safety and Efficient Construction of Masonry Structures in Europe. European Commission 6 Framework-Programme, Horizontal Research Activities Involving SME’s of the European Research Area, (ERA). www.esecmase.org.
   Google Scholar
• Fehling, E., Stuerz, J. and Emami, A. [2007] Test results on the behaviour of masonry under static (monotonic and cyclic) in plane lateral loads, Deliverable D7.1a, ESECMaSE Project.
   Google Scholar
• Frumento, S., Magenes, G., Morandi, P. and Calvi, G. M. [2009] Interpretation of experimental shear tests on clay brick masonry walls and evaluation of q-factors for seismic design, Eucentre Research Report 2009/02, IUSS Press, Pavia.
   Google Scholar
• Kržan, M., Žarnić, R. and Bosiljkov, V. [2011] “Design of lateral resistance of URM blockwork through theoretical models and code provisions”, Proc. of the 9th Australasian Masonry Conference, February 15-18 2011, Queenstown, New Zealand.
   Google Scholar
• Magenes, G. and Calvi, G. M. [1997] “In-plane seismic response of brick masonry walls,” Earthquake Engineering and Structural Dynamics 26, 1091–1112. doi:10.1002/(SICI)1096-9845(199711)26:11<1091::AID-EQE693>3.0.CO;2-6.
   Web of Science ®Google Scholar
• Magenes, G., Morandi, P. and Penna, A. [2008] “Experimental in-plane cyclic response of masonry walls with clay units”, Proc. of the 14th World Conference on Earthquake Engineering, October 12-17 2008, Beijing, China.
   Google Scholar
• Morandi, P., Albanesi, L., Graziotti, F., Li Piani, T., Penna, A. and Magenes, G. [2018] “Development of a dataset on the in-plane experimental response of URM piers with bricks and blocks,” Construction and Building Materials 190, 593–611. doi:10.1016/j.conbuildmat.2018.09.070.
   Web of Science ®Google Scholar
• Morandi, P., Albanesi, L. and Magenes, G. [2016] “In-plane test campaign on different load-bearing URM typologies with thin shell and web clay units”, Proc. of the 16th International Brick and Block Masonry Conference, June 26-30 2016, Padova, Italy.
   Google Scholar
• Morandi, P., Magenes, G. and Albanesi, L. [2013] “Mechanical characterization of different typologies of masonry made with thin shell/web clay units”, Proc. of the 12th Canadian Masonry Symposium, June 02-05 2013, Vancouver, Canada.
   Google Scholar
• Penna, A., Morandi, P., Rota, M., Manzini, C. F., Da Porto, F. and Magenes, G. [2014] “Performance of masonry buildings during the Emilia 2012 earthquake,” Bulletin of Earthquake Engineering 12, 2255–2273. ISSN: . doi:10.1007/s10518-013-9496-6.
   Web of Science ®Google Scholar
• Salmanpour, A. H., Mojsilović, N. and Schwartz, J. [2015] “Displacement capacity of contemporary unreinforced masonry wallsan experimental study,” Engineering Structures 89, 1–16. doi:10.1016/j.engstruct.2015.01.052.
   Web of Science ®Google Scholar
• Tomaževič, M. [2007] “Damage as a measure for earthquake-resistant design of masonry structures: slovenian experience,” Canadian Journal of Civil Engineering 34(11), 1403–1412. doi:10.1139/L07-128.
   Web of Science ®Google Scholar
• Tomaževič, M., Lutman, M. and Bosiljkov, V. [2006] “Robustness of hollow clay masonry units and seismic behaviour of masonry walls,” Construction and Building Materials 20, 1028–1039. doi:10.1016/j.conbuildmat.2005.05.001.
   Web of Science ®Google Scholar
• Tomaževič, M. and Weiss, P. [2012] “Robustness as a criterion for use of hollow clay masonry units in seismic zones: an attempt to propose the measure,” Materials and Structures 45(4), 541–559. doi:10.1617/s11527-011-9781-2.
   Web of Science ®Google Scholar
• Wilding, B. V. and Beyer, K. [2018] “The effective stiffness of modern unreinforced masonry walls,” Earthquake Engineering and Structural Dynamics 47, 1683–1705. doi:10.1002/eqe.3035.
   Web of Science ®Google Scholar