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https://www.um.edu.mt/library/oar/handle/123456789/76961
Title: | Structural reliability analysis of local contemporary unreinforced masonry buildings subject to seismic loading |
Authors: | Vella, Kyle (2018) |
Keywords: | Masonry -- Malta Structural analysis (Engineering) Buildings -- Earthquake effects |
Issue Date: | 2018 |
Citation: | Vella, K. (2018). Structural reliability analysis of local contemporary unreinforced masonry buildings subject to seismic loading (Master's dissertation). |
Abstract: | Masonry construction has consistently been the main building system adopted across the Maltese Islands. Whereas unreinforced masonry boasts an undeniable capacity of carrying large compressive loads, it is also known to be particularly vulnerable to seismic actions, due to its limited resistance in bending. Contemporary construction often utilises precast concrete elements to achieve wide clear spans at basement level, lo allow for car parking. As observed in previous research, the removal of transverse walls at underlying levels causes a soft-storey effect in the structure. |
Description: | M.ENG.STRUCTURAL ENGINEERING |
URI: | https://www.um.edu.mt/library/oar/handle/123456789/76961 |
Appears in Collections: | Dissertations - FacBen - 1970-2018 Dissertations - FacBenCSE - 2016-2018 |
Files in This Item:
File | Description | Size | Format | |
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M.ENG.STRUCTURAL ENGINEERING_Vella_Kyle_2018.pdf Restricted Access | 39.61 MB | Adobe PDF | View/Open Request a copy |
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