Strength of connection profiles used in cross-laminated timber walls under seismic load

Gülten Tandoğan KİBAR, (Karadeniz Teknik Üniversitesi, Proje Üretim Merkezi, Trabzon, Türkiye)
ESRA LAKOT ALEMDAG (Recep Tayyip Erdoğan Üniversitesi, Mühendislik ve Mimarlık Fakültesi, Rize, Türkiye)
Journal of Structural Engineering & Applied Mechanics (Online)
14 3
Yıl: 2023 Cilt: 6 Sayı: 1 Sayfa Aralığı: 45 - 59 Metin Dili: İngilizce DOI: 10.31462/jseam.2023.01045059 İndeks Tarihi: 31-03-2023

Strength of connection profiles used in cross-laminated timber walls under seismic load

Öz:
Cross-laminated wood (CLT) material, which has many advantages, has been widely used in architectural designs as a building element and building material in recent years. It has been proven that CLT can also show high performance against ground vibrations, but it is also mentioned in the literature that some problems such as rupture, snagging, and breaking occur in the elements used in the connections of the walls to the floor and the ground. This study was conducted to examine the performance of fasteners used in CLT walls against lateral load. In this context, 4 CLT walls were produced and then 5 metal profiles were designed to be used in the connection of these walls with the foundation ground. CLT wall and connection profiles, created according to ASTM E 72 standards, have been tested in an experimental setup with different detail options. According to the test results, it was observed that some of the CLT walls and connection profiles showed high performance at maximum load, displacement, and stiffness values. As a result, it has been determined that the resistance of the CLT material against lateral earthquake load can be increased with the right fasteners, and the collapse time of the structure in the event of an earthquake can be indirectly extended.
Anahtar Kelime: Industrial wood material Cross-laminated timber CLT wall Connection profiles Lateral seismic load

Belge Türü: Makale Makale Türü: Araştırma Makalesi Erişim Türü: Erişime Açık
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APA Tandoğan KİBAR G, LAKOT ALEMDAG E (2023). Strength of connection profiles used in cross-laminated timber walls under seismic load. , 45 - 59. 10.31462/jseam.2023.01045059
Chicago Tandoğan KİBAR Gülten,LAKOT ALEMDAG ESRA Strength of connection profiles used in cross-laminated timber walls under seismic load. (2023): 45 - 59. 10.31462/jseam.2023.01045059
MLA Tandoğan KİBAR Gülten,LAKOT ALEMDAG ESRA Strength of connection profiles used in cross-laminated timber walls under seismic load. , 2023, ss.45 - 59. 10.31462/jseam.2023.01045059
AMA Tandoğan KİBAR G,LAKOT ALEMDAG E Strength of connection profiles used in cross-laminated timber walls under seismic load. . 2023; 45 - 59. 10.31462/jseam.2023.01045059
Vancouver Tandoğan KİBAR G,LAKOT ALEMDAG E Strength of connection profiles used in cross-laminated timber walls under seismic load. . 2023; 45 - 59. 10.31462/jseam.2023.01045059
IEEE Tandoğan KİBAR G,LAKOT ALEMDAG E "Strength of connection profiles used in cross-laminated timber walls under seismic load." , ss.45 - 59, 2023. 10.31462/jseam.2023.01045059
ISNAD Tandoğan KİBAR, Gülten - LAKOT ALEMDAG, ESRA. "Strength of connection profiles used in cross-laminated timber walls under seismic load". (2023), 45-59. https://doi.org/10.31462/jseam.2023.01045059
APA Tandoğan KİBAR G, LAKOT ALEMDAG E (2023). Strength of connection profiles used in cross-laminated timber walls under seismic load. Journal of Structural Engineering & Applied Mechanics (Online), 6(1), 45 - 59. 10.31462/jseam.2023.01045059
Chicago Tandoğan KİBAR Gülten,LAKOT ALEMDAG ESRA Strength of connection profiles used in cross-laminated timber walls under seismic load. Journal of Structural Engineering & Applied Mechanics (Online) 6, no.1 (2023): 45 - 59. 10.31462/jseam.2023.01045059
MLA Tandoğan KİBAR Gülten,LAKOT ALEMDAG ESRA Strength of connection profiles used in cross-laminated timber walls under seismic load. Journal of Structural Engineering & Applied Mechanics (Online), vol.6, no.1, 2023, ss.45 - 59. 10.31462/jseam.2023.01045059
AMA Tandoğan KİBAR G,LAKOT ALEMDAG E Strength of connection profiles used in cross-laminated timber walls under seismic load. Journal of Structural Engineering & Applied Mechanics (Online). 2023; 6(1): 45 - 59. 10.31462/jseam.2023.01045059
Vancouver Tandoğan KİBAR G,LAKOT ALEMDAG E Strength of connection profiles used in cross-laminated timber walls under seismic load. Journal of Structural Engineering & Applied Mechanics (Online). 2023; 6(1): 45 - 59. 10.31462/jseam.2023.01045059
IEEE Tandoğan KİBAR G,LAKOT ALEMDAG E "Strength of connection profiles used in cross-laminated timber walls under seismic load." Journal of Structural Engineering & Applied Mechanics (Online), 6, ss.45 - 59, 2023. 10.31462/jseam.2023.01045059
ISNAD Tandoğan KİBAR, Gülten - LAKOT ALEMDAG, ESRA. "Strength of connection profiles used in cross-laminated timber walls under seismic load". Journal of Structural Engineering & Applied Mechanics (Online) 6/1 (2023), 45-59. https://doi.org/10.31462/jseam.2023.01045059
Sayfa Oluşturulma Tarihi
24-04-2024 6:19

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