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    Strengthening of Damaged Masonry Walls Using Engineered Cementitious Composites: Experimental and Numerical Analysis by S. M. Renuka, I. P. Mervin Sanjith

    Published 2022-01-01
    “…It is evident that brick masonry units strengthened by ECC have a higher compressive strength than masonry units strengthened by conventional mortar and FAECC. …”
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    Assessment of Masonry-Infilled Steel Frames Using Existing Experimental Tests Database in Comparison to Standards by Ciprian Bratu, Dario Šokić, Naida Ademović, Ercan Isik, Borko Bulajić, Dorin Radu, Marijana Hadzima-Nyarko

    Published 2025-01-01
    “…Although the influence of infill masonry on horizontal load structure behavior is well-documented, current standards and regulations have yet to fully incorporate or explicitly define the load-bearing capacity of this complex system. …”
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    Numerical Study on the In-Plane and Out-of-Plane Resistance of Brick Masonry Infill Panels in Steel Frames by Vahid Bahreini, Tariq Mahdi, MohammadMahdi Najafizadeh

    Published 2017-01-01
    “…Masonry infill walls are one of the main forms of interior partitions and exterior walls in many parts of the world. …”
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    Article
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    Development and Performance Test including Mechanical and Thermal of New Tenon Composite Block Masonry Walls by Hui Su, Dongyue Wu, Mengying Shen, Wei Chen, Shilin Wang

    Published 2019-01-01
    “…To improve the thermal performance of external masonry walls, a new tenon composite block is proposed as the external maintenance component which contains the internal hollow concrete block part, the external block part, and the extruded polystyrene layer fixed by tenons. …”
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    Investigating lightweight recycled brick aggregate concrete incorporating EPS beads: Application to masonry units by Samina Hameed, Syed Asad Ali Gillani, Muhammad Tahir, Rashid Hameed, Safeer Abbas, Moncef L. Nehdi, Muhammad Ahmad

    Published 2025-03-01
    “…The results show that despite that EPS beads addition and exposure to harsh weathering decreased the mechanical and durability properties, LRBAC specimens satisfied the ASTM C129 criteria for lightweight concrete masonry units. Moreover, LRBAC incorporating EPS and FA are less costly and have lower carbon footprint, highlighting the benefit of using C&D and industrial waste for production of sustainable lightweight concrete for masonry units.…”
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