-
document
-
Chang, L. (author)
Investigations on unreinforced masonry (URM) walls subjected to natural hazards, such as earthquakes and wind loads, identify the out-of-plane (OOP) failure as one of the most common failure mechanisms. Concerning the OOP failure, two types of failure mechanisms can be distinguished in URM walls: one-way bending in which lateral edges of walls...
doctoral thesis 2022
-
document
-
Chang, L. (author), Rots, J.G. (author), Esposito, R. (author)
Perforated unreinforced masonry (URM) walls in out-of-plane (OOP) two-way bending are commonly encountered in natural hazard investigations. However, related research is rather limited. This study focuses on the influence of openings on the two-way bending capacity of URM walls. An experimental database about the perforated URM walls in OOP...
journal article 2022
-
document
-
Chang, L. (author), Rots, J.G. (author), Esposito, R. (author)
Out-of-plane (OOP) failure of unreinforced masonry (URM) walls in two-way bending was widely observed after natural hazards such as earthquakes. Of various crucial factors influencing the force capacity of URM walls in OOP two-way bending (force capacity being defined as the wall peak force in terms of pressure), the pre-compression and...
journal article 2021
-
document
-
Chang, L. (author), Messali, F. (author), Esposito, R. (author)
Investigations of post-seismic events show that the collapse of walls in out-of-plane (OOP) two-way bending can be one of the most predominant failure mechanisms for unreinforced masonry (URM) structures. To assess the force capacity of URM walls in OOP two-way bending, various analytical formulations have been developed during past decades....
journal article 2020
Source URL (retrieved on 2024-06-18 02:59): https://repository.tudelft.nl/islandora/search/%2520?amp%253Bamp%253Bf%255B0%255D=mods_name_personal_author_namePart_family_ss%253A%2522Zandbergen%2522&%253Bamp%253Bf%255B1%255D=mods_genre_s%253A%2522journal%255C%2520article%2522&%253Bamp%253Bf%255B2%255D=mods_subject_topic_ss%253A%2522Density%255C%2520Functional%255C%2520Theory%2522&%253Bamp%253Bf%255B3%255D=mods_name_personal_author_namePart_family_ss%253A%2522Koster%2522&%253Bf%255B0%255D=mods_subject_topic_ss%253A%2522Design%255C%2520assignment%2522&collection=research&f%255B0%255D=mods_name_personal_author_namePart_family_ss%253A%2522Kim%2522&f%255B1%255D=mods_name_personal_author_namePart_family_ss%253A%2522Hanson%2522&f%255B2%255D=mods_name_personal_author_namePart_family_ss%253A%2522Schleich%2522&f%255B3%255D=mods_subject_topic_ss%253A%2522Quantum%2522&f%255B4%255D=mods_name_personal_author_namePart_family_ss%253A%2522Maier%2522&f%255B5%255D=mods_subject_topic_ss%253A%2522Bekenstein%25E2%2580%2593Hawking%2522&f%255B6%255D=mods_name_personal_author_namePart_family_ss%253A%2522Rajendran%2522&f%5B0%5D=mods_name_personal_author_namePart_family_ss%3A%22Chang%22&f%5B1%5D=mods_subject_topic_ss%3A%22Unreinforced%5C%20masonry%22