{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2025,10,11]],"date-time":"2025-10-11T01:26:34Z","timestamp":1760145994313,"version":"build-2065373602"},"reference-count":75,"publisher":"MDPI AG","issue":"18","license":[{"start":{"date-parts":[[2024,9,10]],"date-time":"2024-09-10T00:00:00Z","timestamp":1725926400000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"funder":[{"DOI":"10.13039\/501100001871","name":"FCT\u2013Foundation for Science and Technology","doi-asserted-by":"publisher","award":["SFRH\/BD\/137358\/2018","UIDB\/04029\/2020","LA\/P\/0112\/2020"],"award-info":[{"award-number":["SFRH\/BD\/137358\/2018","UIDB\/04029\/2020","LA\/P\/0112\/2020"]}],"id":[{"id":"10.13039\/501100001871","id-type":"DOI","asserted-by":"publisher"}]},{"DOI":"10.13039\/501100001871","name":"FCT\/MCTES through national funds (PIDDAC) under the R&amp;D Unit Institute for Sustainability and Innovation in Structural Engineering (ISISE)","doi-asserted-by":"publisher","award":["SFRH\/BD\/137358\/2018","UIDB\/04029\/2020","LA\/P\/0112\/2020"],"award-info":[{"award-number":["SFRH\/BD\/137358\/2018","UIDB\/04029\/2020","LA\/P\/0112\/2020"]}],"id":[{"id":"10.13039\/501100001871","id-type":"DOI","asserted-by":"publisher"}]},{"DOI":"10.13039\/501100001871","name":"Associate Laboratory Advanced Production and Intelligent Systems ARISE","doi-asserted-by":"publisher","award":["SFRH\/BD\/137358\/2018","UIDB\/04029\/2020","LA\/P\/0112\/2020"],"award-info":[{"award-number":["SFRH\/BD\/137358\/2018","UIDB\/04029\/2020","LA\/P\/0112\/2020"]}],"id":[{"id":"10.13039\/501100001871","id-type":"DOI","asserted-by":"publisher"}]},{"name":"European Lime Association (EuLA)","award":["SFRH\/BD\/137358\/2018","UIDB\/04029\/2020","LA\/P\/0112\/2020"],"award-info":[{"award-number":["SFRH\/BD\/137358\/2018","UIDB\/04029\/2020","LA\/P\/0112\/2020"]}]}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Materials"],"abstract":"<jats:p>The mechanical behavior of unreinforced masonry (URM) shear walls under in-plane cyclic loading is crucial for assessing their seismic performance. Although masonry structures have been extensively studied, the specific influence of varying lime content in cement-lime mortars on the cyclic behavior of URM walls has not been adequately explored. This study addresses this gap by experimentally evaluating the effects of three mortar mixes with increasing lime content, 1:0:5, 1:1:6, and 1:2:9 (cement:lime:sand, by volume), on the cyclic performance of brick URM walls. Nine single-leaf wall specimens 900 mm \u00d7 900 mm were constructed and subjected to combined vertical compression and horizontal cyclic loading. Key parameters such as drift capacity, stiffness degradation, and energy dissipation were measured. The results indicated that the inclusion of lime leads to a moderate improvement in drift capacity and ductility of the walls, with the 1:1:6 mix showing the highest lateral capacity (0.55 MPa), drift at cracking (0.08%), and drift at peak capacity (0.31%). Stiffness degradation and energy dissipation were found to be comparable across all mortar types. These findings suggest that partial substitution of cement with lime can enhance certain aspects of masonry performance. Further research is recommended to optimize mortar compositions for unreinforced masonry applications.<\/jats:p>","DOI":"10.3390\/ma17184443","type":"journal-article","created":{"date-parts":[[2024,9,10]],"date-time":"2024-09-10T05:53:03Z","timestamp":1725947583000},"page":"4443","update-policy":"https:\/\/doi.org\/10.3390\/mdpi_crossmark_policy","source":"Crossref","is-referenced-by-count":1,"title":["Evaluating the Role of Mortar Composition on the Cyclic Behavior of Unreinforced Masonry Shear Walls"],"prefix":"10.3390","volume":"17","author":[{"given":"Meera","family":"Ramesh","sequence":"first","affiliation":[{"name":"Ryan Biggs Clark Davis, New York, NY 12065, USA"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-1369-6209","authenticated-orcid":false,"given":"Rafael","family":"Ramirez","sequence":"additional","affiliation":[{"name":"Department of Civil Engineering, University of Minho, ISISE, ARISE, 4800-058 Guimar\u00e3es, Portugal"}]},{"ORCID":"https:\/\/orcid.org\/0000-0003-1374-9427","authenticated-orcid":false,"given":"Miguel","family":"Azenha","sequence":"additional","affiliation":[{"name":"Department of Civil Engineering, University of Minho, ISISE, ARISE, 4800-058 Guimar\u00e3es, Portugal"}]},{"ORCID":"https:\/\/orcid.org\/0000-0001-8459-0199","authenticated-orcid":false,"given":"Paulo B.","family":"Louren\u00e7o","sequence":"additional","affiliation":[{"name":"Department of Civil Engineering, University of Minho, ISISE, ARISE, 4800-058 Guimar\u00e3es, Portugal"}]}],"member":"1968","published-online":{"date-parts":[[2024,9,10]]},"reference":[{"key":"ref_1","doi-asserted-by":"crossref","first-page":"889","DOI":"10.1617\/s11527-008-9430-6","article-title":"Shear Resistance of Masonry Walls and Eurocode 6: Shear versus Tensile Strength of Masonry","volume":"42","year":"2009","journal-title":"Mater. Struct."},{"key":"ref_2","unstructured":"Vasconcelos, G. (2005). Experimental Investigations on the Mechanics of Stone Masonry: Characterization of Granites and Behavior of Ancient Masonry Shear Walls. [Ph.D. Dissertation, University of Minho]."},{"key":"ref_3","doi-asserted-by":"crossref","first-page":"145","DOI":"10.1193\/1.1585872","article-title":"Testing of Masonry Structures for Seismic Assessment","volume":"12","author":"Calvi","year":"1996","journal-title":"Earthq. Spectra"},{"key":"ref_4","doi-asserted-by":"crossref","first-page":"2204","DOI":"10.1061\/(ASCE)0733-9445(1989)115:9(2204)","article-title":"Inelastic Behavior of Concrete Masonry Shear Walls","volume":"115","author":"Shing","year":"1989","journal-title":"J. Struct. Eng."},{"key":"ref_5","doi-asserted-by":"crossref","first-page":"1040","DOI":"10.1061\/(ASCE)0733-9445(1996)122:9(1040)","article-title":"Seismic Behavior of Masonry Walls: Experimental Simulation","volume":"122","author":"Lutman","year":"1996","journal-title":"J. Struct. Eng."},{"key":"ref_6","doi-asserted-by":"crossref","unstructured":"Toma\u017eevi\u010d, M. (1999). Earthquake-Resistant Design of Masonry Buildings, Imperial College Press.","DOI":"10.1142\/9781848160835"},{"key":"ref_7","unstructured":"Toma\u017eevi\u010d, M., Gams, M., and Lu, S. (June, January 31). Modelling of Shear Failure Mechanism of Masonry Walls. Proceedings of the 11th Canadian Masonry Symposium, Toronto, ON, Canada."},{"key":"ref_8","doi-asserted-by":"crossref","first-page":"121054","DOI":"10.1016\/j.conbuildmat.2020.121054","article-title":"Performance of Unreinforced Masonry Panels Strengthened with Mortar Overlays Reinforced with Welded Wire Mesh and Transverse Connectors","volume":"267","author":"Sandoval","year":"2021","journal-title":"Constr. Build. Mater."},{"key":"ref_9","doi-asserted-by":"crossref","first-page":"37","DOI":"10.1061\/(ASCE)0733-9445(1996)122:1(37)","article-title":"Failure Criteria for Masonry Panels under In-Plane Loading","volume":"122","author":"Andreaus","year":"1996","journal-title":"J. Struct. Eng."},{"key":"ref_10","doi-asserted-by":"crossref","first-page":"22","DOI":"10.1186\/2008-6695-5-22","article-title":"Deformation Capacity of Unreinforced Masonry Walls Subjected to In-Plane Loading: A State-of-the-Art Review","volume":"5","author":"Salmanpour","year":"2013","journal-title":"Int. J. Adv. Struct. Eng."},{"key":"ref_11","unstructured":"Louren\u00e7o, P.B., Modena, P.R.C., and Agrawal, S. (2006). In-Plane Shear Behaviour of Unreinforced Brick Masonry\u2014A Literature Review. Structural Analysis of Historical Constructions 2006, Macmillan."},{"key":"ref_12","unstructured":"Javed, M. (2009). Seismic Risk Assessment of Unreinforced Brick Masonry Buildings System of Northern Pakistan. [Ph.D. Dissertation, NWFP University of Engineering and Technology]."},{"key":"ref_13","doi-asserted-by":"crossref","first-page":"1657","DOI":"10.1016\/j.compositesb.2012.09.068","article-title":"In-Plane Behaviour of Tuff Masonry Strengthened with Inorganic Matrix\u2013Grid Composites","volume":"45","author":"Parisi","year":"2013","journal-title":"Compos. B Eng."},{"key":"ref_14","doi-asserted-by":"crossref","first-page":"1750015","DOI":"10.1142\/S1793431117500154","article-title":"Compression and Cyclic Shear Behavior of Lime Mortar Brick Masonry","volume":"11","author":"Tomar","year":"2017","journal-title":"J. Earthq. Tsunami"},{"key":"ref_15","doi-asserted-by":"crossref","first-page":"111097","DOI":"10.1016\/j.engstruct.2020.111097","article-title":"In-Plane Cyclic Loading of Masonry Walls Strengthened by Vegetal-Fabric-Reinforced Cementitious Matrix (FRCM) Composites","volume":"221","author":"Mercedes","year":"2020","journal-title":"Eng. Struct."},{"key":"ref_16","unstructured":"Turn\u0161ek, V., and Cacovic, F. (1970, January 12\u201315). Some Experimental Results on the Strength of Brick Masonry Walls. Proceedings of the 2nd International Brick Masonry Conference, Stoke-on-Trent, UK."},{"key":"ref_17","unstructured":"(2005). Eurocode 6: Design of Masonry Structures\u2014Part 1-1: General Rules for Reinforced and Unreinforced Masonry Structures (Standard No. EN 1996-1-1:2005)."},{"key":"ref_18","doi-asserted-by":"crossref","first-page":"1091","DOI":"10.1002\/(SICI)1096-9845(199711)26:11<1091::AID-EQE693>3.0.CO;2-6","article-title":"In-Plane Seismic Response of Brick Masonry Walls","volume":"26","author":"Magenes","year":"1997","journal-title":"Earthq. Eng. Struct. Dyn."},{"key":"ref_19","first-page":"223","article-title":"Failure of Shear-Stressed Masonry: An Enlarged Theory, Tests and Application to Shear Walls","volume":"30","author":"Mann","year":"1982","journal-title":"Proc. Br. Ceram. Soc."},{"key":"ref_20","doi-asserted-by":"crossref","first-page":"1038","DOI":"10.1016\/j.conbuildmat.2012.11.107","article-title":"Shear Strength of Brick Masonry Walls Assembled with Different Types of Mortar","volume":"40","author":"Alecci","year":"2013","journal-title":"Constr. Build. Mater."},{"key":"ref_21","doi-asserted-by":"crossref","first-page":"10","DOI":"10.1016\/j.jobe.2016.11.006","article-title":"Bond Strength and Compressive Stress-Strain Characteristics of Brick Masonry","volume":"9","author":"Singh","year":"2017","journal-title":"J. Build. Eng."},{"key":"ref_22","doi-asserted-by":"crossref","first-page":"1","DOI":"10.1016\/j.conbuildmat.2018.04.042","article-title":"Mechanical and Bond Properties of Solid Clay Brick Masonry with Different Sand Grading","volume":"174","author":"Dehghan","year":"2018","journal-title":"Constr. Build. Mater."},{"key":"ref_23","doi-asserted-by":"crossref","unstructured":"Ramesh, M., Parente, M., Azenha, M., and Louren\u00e7o, P.B. (2023). Influence of Lime on Strength of Structural Unreinforced Masonry: Toward Improved Sustainability in Masonry Mortars. Sustainability, 15.","DOI":"10.3390\/su152115320"},{"key":"ref_24","doi-asserted-by":"crossref","first-page":"434","DOI":"10.1061\/(ASCE)1090-0268(2004)8:5(434)","article-title":"Shear Strengthening Masonry Panels with Sheet Glass-Fiber Reinforced Polymer","volume":"8","author":"Stratford","year":"2004","journal-title":"J. Compos. Constr."},{"key":"ref_25","doi-asserted-by":"crossref","first-page":"887","DOI":"10.1016\/j.compositesb.2006.11.004","article-title":"In-Plane Shear Performance of Masonry Panels Strengthened with FRP","volume":"38","author":"Marcari","year":"2007","journal-title":"Compos. B Eng."},{"key":"ref_26","doi-asserted-by":"crossref","first-page":"117758","DOI":"10.1016\/j.conbuildmat.2019.117758","article-title":"In-Plane Cyclic Loading Tests of Concrete Hollow Block Masonry Walls Retrofitted with High Ductile Fiber-Reinforced Concrete","volume":"238","author":"Deng","year":"2020","journal-title":"Constr. Build. Mater."},{"key":"ref_27","doi-asserted-by":"crossref","first-page":"111735","DOI":"10.1016\/j.compstruct.2019.111735","article-title":"Experimental Response of Masonry Walls In-Plane Loading Strengthened with GFRP Strips","volume":"235","author":"Capozucca","year":"2020","journal-title":"Compos. Struct."},{"key":"ref_28","doi-asserted-by":"crossref","first-page":"111343","DOI":"10.1016\/j.engstruct.2020.111343","article-title":"In-Plane Shear Cyclic Behavior of Windowed Masonry Walls Reinforced with Textile Reinforced Mortars","volume":"226","author":"Ivorra","year":"2021","journal-title":"Eng. Struct."},{"key":"ref_29","doi-asserted-by":"crossref","first-page":"114432","DOI":"10.1016\/j.engstruct.2022.114432","article-title":"Cyclic In-Plane Behavior of Unreinforced and Confined Masonry Walls Retrofitted by Shotcrete: Experimental Investigation","volume":"264","author":"Rezaee","year":"2022","journal-title":"Eng. Struct."},{"key":"ref_30","doi-asserted-by":"crossref","first-page":"105476","DOI":"10.1016\/j.jobe.2022.105476","article-title":"In-Plane Cyclic Behavior of Brick Walls Strengthened with CFRP Plates Embedded in the Horizontal Mortar Joint","volume":"63","author":"Jing","year":"2023","journal-title":"J. Build. Eng."},{"key":"ref_31","doi-asserted-by":"crossref","first-page":"132997","DOI":"10.1016\/j.conbuildmat.2023.132997","article-title":"Experimental and Numerical Insights on the In-Plane Behaviour of Unreinforced and TRM\/SRG Retrofitted Brick Masonry Walls by Diagonal Compression and Shear-Compression Testing","volume":"402","author":"Roca","year":"2023","journal-title":"Constr. Build. Mater."},{"key":"ref_32","doi-asserted-by":"crossref","first-page":"2262","DOI":"10.1016\/j.prostr.2023.01.289","article-title":"Cyclic Shear-Compression Tests on CRM Reinforced Brick Masonry Walls","volume":"44","author":"Vienni","year":"2022","journal-title":"Procedia Struct. Integr."},{"key":"ref_33","doi-asserted-by":"crossref","first-page":"907","DOI":"10.1193\/1.4000063","article-title":"Quasi-Static Cyclic Tests on Masonry Spandrels","volume":"28","author":"Beyer","year":"2012","journal-title":"Earthq. Spectra"},{"key":"ref_34","doi-asserted-by":"crossref","first-page":"427","DOI":"10.1016\/j.istruc.2020.11.051","article-title":"Digital Image Correlation for the Analysis of In-Plane Tested Unreinforced Masonry Walls","volume":"29","author":"Howlader","year":"2021","journal-title":"Structures"},{"key":"ref_35","doi-asserted-by":"crossref","first-page":"118161","DOI":"10.1016\/j.engstruct.2024.118161","article-title":"Experimental and Analytical Investigation of Opening Effects on the In-Plane Capacity of Unreinforced Masonry Wall","volume":"311","author":"Tripathy","year":"2024","journal-title":"Eng. Struct."},{"key":"ref_36","doi-asserted-by":"crossref","first-page":"108240","DOI":"10.1016\/j.engfailanal.2024.108240","article-title":"Damage Evolution and Failure Mechanism of Masonry Walls under In-Plane Cyclic Loading","volume":"161","author":"Pan","year":"2024","journal-title":"Eng. Fail. Anal."},{"key":"ref_37","doi-asserted-by":"crossref","first-page":"1269","DOI":"10.1061\/(ASCE)ST.1943-541X.0000053","article-title":"In-Plane Experimental Behavior of Stone Masonry Walls under Cyclic Loading","volume":"135","author":"Vasconcelos","year":"2009","journal-title":"J. Struct. Eng."},{"key":"ref_38","unstructured":"Salmanpour, A.H. (2017). Displacement Capacity of Structural Masonry. [Ph.D. Dissertation, ETH Z\u00fcrich]."},{"key":"ref_39","unstructured":"(2011). Cement\u2014Part 1: Composition, Specifications and Conformity Criteria for Common Cements (Standard No. EN 197-1:2011)."},{"key":"ref_40","unstructured":"(2015). Building Lime\u2014Part 1: Definitions, Specifications and Conformity Criteria (Standard No. EN 459-1:2015)."},{"key":"ref_41","unstructured":"(2021). Building Lime\u2014Part 2: Test Methods (Standard No. EN 459-2:2021)."},{"key":"ref_42","doi-asserted-by":"crossref","first-page":"23","DOI":"10.1007\/s11803-012-0095-3","article-title":"Performance of Masonry Enclosure Walls: Lessons Learned from Recent Earthquakes","volume":"11","author":"Vicente","year":"2012","journal-title":"Earthq. Eng. Eng. Vib."},{"key":"ref_43","unstructured":"Thomaz, E., Sousa, H., Roman, H.R., Morton, J., Silva, J.M., Correa, M., Pfeffermann, O., Louren\u00e7o, P.B., Vicente, R.S., and Sousa, R. (2014). Defects in Masonry Walls\u2014Guidance on Cracking: Identification, Prevention and Repair, International Council for Research and Innovation in Building and Construction."},{"key":"ref_44","doi-asserted-by":"crossref","first-page":"260","DOI":"10.1016\/j.buildenv.2018.09.008","article-title":"Benchmarks for Environmental Impact of Housing in Europe: Definition of Archetypes and LCA of the Residential Building Stock","volume":"145","author":"Lavagna","year":"2018","journal-title":"Build. Env."},{"key":"ref_45","unstructured":"Hooker, K.A. (2024, July 30). Mortar, Brick, and IRA. Available online: https:\/\/www.concreteconstruction.net\/how-to\/construction\/mortar-brick-and-ira_o."},{"key":"ref_46","unstructured":"Rots, J.G. (1997). Structural Masonry\u2014An Experimental\/Numerical Basis for Practical Design Rules (CUR Report 171), CRC Press. [1st ed.]."},{"key":"ref_47","unstructured":"Sousa, H. (, January August). Portuguese Masonry Building Enclosures. Practices and Problems. Proceedings of the 37th Commission Meeting\u2014CIB W023 (Wall Structures), University Park, PA, USA."},{"key":"ref_48","doi-asserted-by":"crossref","first-page":"38","DOI":"10.1080\/15583050902871092","article-title":"Handmade Clay Bricks: Chemical, Physical and Mechanical Properties","volume":"4","author":"Fernandes","year":"2010","journal-title":"Int. J. Archit. Herit."},{"key":"ref_49","unstructured":"BDA (Brick Development Association) (2022). The UK Clay Brickmaking Process\u2014General Guide, Brick Development Association."},{"key":"ref_50","unstructured":"EuLA (European Lime Association) (2024). Construction & Civil Engineering, European Lime Association."},{"key":"ref_51","unstructured":"(2015). Specification for Masonry Units\u2014Part 1: Clay Masonry Units (Standard No. EN 771-1:2011+A1:2015)."},{"key":"ref_52","unstructured":"(2015). Methods of Test for Masonry Units\u2014Part 1: Determination of Compressive Strength (Standard No. EN 772-1:2011+A1:2015)."},{"key":"ref_53","doi-asserted-by":"crossref","first-page":"116884","DOI":"10.1016\/j.conbuildmat.2019.116884","article-title":"Quantification of Impact of Lime on Mechanical Behaviour of Lime Cement Blended Mortars for Bedding Joints in Masonry Systems","volume":"229","author":"Ramesh","year":"2019","journal-title":"Constr. Build. Mater."},{"key":"ref_54","unstructured":"Francis, J.A., Horman, C.B., and Jerrems, E.L. (1971, January 12\u201315). The Effect of Joint Thickness and Other Factors on the Compressive Strength of Brickwork. Proceedings of the Second International Brick Masonry Conference, Stoke-on-Trent, UK."},{"key":"ref_55","unstructured":"Vermeltfoort, A.T. (2005). Brick-Mortar Interaction in Masonry under Compression. [Ph.D. Dissertation, Eindhoven University of Technology]."},{"key":"ref_56","doi-asserted-by":"crossref","first-page":"1475","DOI":"10.1139\/L07-067","article-title":"Brick-Mortar Interface Effects on Masonry under Compression","volume":"34","author":"Vermeltfoort","year":"2007","journal-title":"Can. J. Civ. Eng."},{"key":"ref_57","doi-asserted-by":"crossref","first-page":"728","DOI":"10.1061\/(ASCE)0899-1561(2007)19:9(728)","article-title":"Stress-Strain Characteristics of Clay Brick Masonry under Uniaxial Compression","volume":"19","author":"Kaushik","year":"2007","journal-title":"J. Mater. Civ. Eng."},{"key":"ref_58","doi-asserted-by":"crossref","first-page":"283","DOI":"10.1016\/j.jobe.2015.10.001","article-title":"An Experimental Evaluation of Prediction Models for the Mechanical Behavior of Unreinforced, Lime-Mortar Masonry under Compression","volume":"4","author":"Costigan","year":"2015","journal-title":"J. Build. Eng."},{"key":"ref_59","doi-asserted-by":"crossref","first-page":"865","DOI":"10.1016\/j.proeng.2015.08.155","article-title":"The Mechanical Properties of Masonry Walls\u2014Analysis of the Test Results","volume":"117","author":"Dimovska","year":"2015","journal-title":"Procedia Eng."},{"key":"ref_60","doi-asserted-by":"crossref","unstructured":"RILEM TC (1994). LUM B1 Compressive Strength of Small Walls and Prisms, 1991. RILEM Technical Recommendations for the Testing and Use of Constructions Materials, CRC Press.","DOI":"10.1201\/9781482271362"},{"key":"ref_61","unstructured":"(2024, July 30). LIDL PARKSIDE\u00ae Paint and Mortar Stirrer PFMR 1600 D5. Available online: https:\/\/www.lidl.de\/p\/parkside-farb-und-moertelruehrer-pfmr-1600-d5-1600-w-mit-softstart\/p100373516."},{"key":"ref_62","unstructured":"(2019). Methods of Test for Mortar for Masonry\u2014Part 11: Determination of Flexural and Compressive Strength of Hardened Mortar (Standard No. EN 1015-11:2019)."},{"key":"ref_63","unstructured":"(2016). Methods of Testing Cement\u2014Part 1: Determination of Strength (Standard No. EN 196-1:2016)."},{"key":"ref_64","unstructured":"(2024, July 30). MAPEI Lampocem (Cimento R\u00e1pido). Available online: https:\/\/www.mapei.com\/pt\/pt-pt\/produtos-e-solucoes\/lista-de-produtos\/detalhes-do-produto\/lampocem."},{"key":"ref_65","doi-asserted-by":"crossref","first-page":"149","DOI":"10.1016\/j.conbuildmat.2013.11.084","article-title":"Experimental Assessment of In-Plane Behaviour of Three-Leaf Stone Masonry Walls","volume":"53","author":"Silva","year":"2014","journal-title":"Constr. Build. Mater."},{"key":"ref_66","doi-asserted-by":"crossref","first-page":"165","DOI":"10.1504\/IJMRI.2016.077473","article-title":"Masonry Walls Subjected to In-Plane Cyclic Loading: Application of Digital Image Correlation for Deformation Field Measurement","volume":"1","author":"Salmanpour","year":"2016","journal-title":"Int. J. Mason. Res. Innov."},{"key":"ref_67","doi-asserted-by":"crossref","unstructured":"Torres, B., Varona, F.B., Baeza, F.J., Bru, D., and Ivorra, S. (2020). Study on Retrofitted Masonry Elements under Shear Using Digital Image Correlation. Sensors, 20.","DOI":"10.3390\/s20072122"},{"key":"ref_68","doi-asserted-by":"crossref","first-page":"117088","DOI":"10.1016\/j.engstruct.2023.117088","article-title":"Complete Stress-Strain Analysis of Masonry Prisms under Compressive Loading-Unloading Cycles through Digital Image Correlation","volume":"298","author":"Bello","year":"2024","journal-title":"Eng. Struct."},{"key":"ref_69","unstructured":"(2007). Interim Testing Protocols for Determining the Seismic Performance Characteristics of Structural and Nonstructural Components (Standard No. FEMA 461)."},{"key":"ref_70","unstructured":"Schultz, A.E. (1996, January 23\u201328). Seismic Performance of Partially Grouted Masonry-Shear Walls (Paper No. 1221). Proceedings of the Eleventh World Conference on Earthquake Engineering, Acapulco, Mexico."},{"key":"ref_71","doi-asserted-by":"crossref","first-page":"2135","DOI":"10.1016\/j.conbuildmat.2010.04.046","article-title":"Masonry Wallettes with Damp-Proof Course Membrane Subjected to Cyclic Shear: An Experimental Study","volume":"24","author":"Simundic","year":"2010","journal-title":"Constr. Build. Mater."},{"key":"ref_72","unstructured":"Ramesh, M. (2021). A Multi Scale Approach to the Study of Lime-Cement Mortars in Masonry. [Ph.D. Dissertation, University of Minho]."},{"key":"ref_73","doi-asserted-by":"crossref","first-page":"9","DOI":"10.1016\/j.conbuildmat.2015.02.018","article-title":"In-Plane Seismic Response of Rubble Stone Masonry Specimens by Means of Static Cyclic Tests","volume":"82","author":"Milosevic","year":"2015","journal-title":"Constr. Build. Mater."},{"key":"ref_74","doi-asserted-by":"crossref","first-page":"48","DOI":"10.1002\/pse.70","article-title":"Performance-Based Engineering Concepts for Unreinforced Masonry Building Structures","volume":"3","author":"Abrams","year":"2001","journal-title":"Prog. Struct. Eng. Mater."},{"key":"ref_75","unstructured":"Abrams, D.P. (2004, January 14\u201316). Seismic Assessment and Rehabilitation of Unreinforced Masonry Buildings in the USA. Proceedings of the 6th National Congress on Seismology and Seismic Engineering S\u00cdSMICA 2004, Guimar\u00e3es, Portugal."}],"container-title":["Materials"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/www.mdpi.com\/1996-1944\/17\/18\/4443\/pdf","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2025,10,10]],"date-time":"2025-10-10T15:52:52Z","timestamp":1760111572000},"score":1,"resource":{"primary":{"URL":"https:\/\/www.mdpi.com\/1996-1944\/17\/18\/4443"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2024,9,10]]},"references-count":75,"journal-issue":{"issue":"18","published-online":{"date-parts":[[2024,9]]}},"alternative-id":["ma17184443"],"URL":"https:\/\/doi.org\/10.3390\/ma17184443","relation":{},"ISSN":["1996-1944"],"issn-type":[{"type":"electronic","value":"1996-1944"}],"subject":[],"published":{"date-parts":[[2024,9,10]]}}}