How to reduce short column effects in buildings with reinforced concrete infill walls on basement floors
dc.authorid | Bikce, Murat/0000-0001-5529-2387 | |
dc.contributor.author | Bikce, Murat | |
dc.date.accessioned | 2024-09-18T20:56:59Z | |
dc.date.available | 2024-09-18T20:56:59Z | |
dc.date.issued | 2011 | |
dc.department | Hatay Mustafa Kemal Üniversitesi | en_US |
dc.description.abstract | Band windows are commonly used in reinforced concrete structures for the purpose of ventilation and lighting. These applications shorten the lengths of the columns and, consequently, they are subject to higher shear forces as compared with those of hollow frames. Such short columns may cause some damages during earthquakes. Hence, these effects of short columns should be minimized by choosing the dimensions of the band windows properly in order to prevent serious damages in the structure. This can be achieved by taking into account the parameters that are crucial in causing short column effect. Hence, in this study, the effects of those parameters such as the widths and heights of the band windows, the number of bays and storeys within the frame, and the heights of storeys are examined. The effects of the parameters are analyzed using time history analysis. One of the important results of these analyses, is that, the widths of the band windows should be less than 60% of the clear span between the columns, whereas, their heights should be greater than 35% of the clear storey height in order to decrease the short column effects substantially during the design of the reinforced concrete structures. | en_US |
dc.identifier.endpage | 259 | en_US |
dc.identifier.issn | 1225-4568 | |
dc.identifier.issue | 2 | en_US |
dc.identifier.scopus | 2-s2.0-79953867814 | en_US |
dc.identifier.scopusquality | Q2 | en_US |
dc.identifier.startpage | 249 | en_US |
dc.identifier.uri | https://hdl.handle.net/20.500.12483/12221 | |
dc.identifier.volume | 38 | en_US |
dc.identifier.wos | WOS:000288975700007 | en_US |
dc.identifier.wosquality | Q2 | en_US |
dc.indekslendigikaynak | Web of Science | en_US |
dc.indekslendigikaynak | Scopus | en_US |
dc.language.iso | en | en_US |
dc.publisher | Techno-Press | en_US |
dc.relation.ispartof | Structural Engineering and Mechanics | en_US |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.rights | info:eu-repo/semantics/closedAccess | en_US |
dc.subject | short column effect | en_US |
dc.subject | band windows | en_US |
dc.subject | reinforced concrete buildings | en_US |
dc.subject | shear force | en_US |
dc.subject | infill | en_US |
dc.subject | earthquake | en_US |
dc.title | How to reduce short column effects in buildings with reinforced concrete infill walls on basement floors | en_US |
dc.type | Article | en_US |