The Comparative of Life Cycle Assessments Between Steel and Reinforced Concrete Structures

dc.contributor.advisorErdal Coşkun
dc.contributor.authorGHREIWATI, FAWZI
dc.date.accessioned2023-08-17T08:46:57Z
dc.date.available2023-08-17T08:46:57Z
dc.date.issued2022
dc.description▪ Yüksek lisans tezi.
dc.description.abstractThe major of this study is to understand the influence of considering the lateral load during the design face of the buildings on the 𝐶𝑂2 emissions. Since steel and reinforced concrete structures have been used in a variety of buildings in the United States in recent years, it is critical to examine and perform research on the environmental implications of the designs and materials used in those constructions. This study investigated various multi-story residential structures in the United States with similar functions for this purpose. sixteen of the buildings was constructed with a steel frame and the other thirteen with a concrete structure. Accordingly, to achieve these aims assets of 32 different structures vary considering factors such as structural type, height, location of the structure, and loading scenarios. As this study show that Concrete structures emitted 23% more CO2 than steel buildings. While the results reveal that constructing a concrete building in an A class earthquake area creates 25% higher CO2 emissions than building in a non-seismic region.en
dc.identifier.tezno748631
dc.identifier.urihttps://hdl.handle.net/11413/8730
dc.language.isoen
dc.publisherİstanbul Kültür Üniversitesi
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectLCA
dc.subjectCarbon footprint
dc.subjectAthena Impact Estimator for Buildings
dc.subjectSteel Building
dc.subjectReinforcement building
dc.subjectEarthquake Resistant Design
dc.titleThe Comparative of Life Cycle Assessments Between Steel and Reinforced Concrete Structuresen
dc.title.alternativeÇelik ve Betonarme Yapılar Arasındaki Yaşam Döngü Değerlendirmelerinin Karşılaştırılmasıtr
dc.typemasterThesis
local.journal.endpage126
local.journal.startpage1

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