[PDF][PDF] Application of the component method for cold formed joints assisted by finite element analysis
Z Nagy, A Dező, R Ballok - … ICTWS 2018; Lisbon, Portugal, 24–27 …, 2018 - researchgate.net
Previous studies presented the investigation of back-to back cold formed C beams-to-SHS
column joints under monotonic and cyclic loading. Two joint types have been tested …
column joints under monotonic and cyclic loading. Two joint types have been tested …
[PDF][PDF] BOLTING MECHANISM OF ONE-SIDED BOLTED CONNECTION IN PREFABRICATED STEEL STRUCTURE
S Thirumeni, M Jose - 2022 - academia.edu
Steel bolted connections are common connection technique that we used in mechanical
engineering, but these types of fasteners also play a inevitable role in civil engineering …
engineering, but these types of fasteners also play a inevitable role in civil engineering …
Development of a Ridged Slip-Resistant Connection for Modular Aluminum Bridge Deck Applications
J St Onge - 2018 - uwspace.uwaterloo.ca
Aluminum is a lightweight material that possesses excellent corrosion resistance and has
been shown to be an attractive alternative to steel and concrete for the construction and …
been shown to be an attractive alternative to steel and concrete for the construction and …
Behavior of Reverse Top-Seat Angle Connection at Ambient and Elevated Temperatures
LS Hean - 2017 - search.proquest.com
Steel tubular column members have been widely adopted in construction industry due to its
numerous advantages. However, the closed-section profile characteristics of tubular …
numerous advantages. However, the closed-section profile characteristics of tubular …
Behavior of reverse top-seat angle connection at ambient and elevated temperatures/Leong Siong Hean
SH Leong - 2017 - studentsrepo.um.edu.my
Steel tubular column members have been widely adopted in construction industry due to its
numerous advantages. However, the closed-section profile characteristics of tubular …
numerous advantages. However, the closed-section profile characteristics of tubular …
[PDF][PDF] Blind bolted connections in low rise buildings using unfilled hollow section columns
M Notini, E Gad, S Fernando… - Australasian …, 2016 - researchbank.swinburne.edu.au
This paper investigates the use of a blind bolted moment connection for unfilled hollow
section columns in low rise buildings where no additional lateral bracing is required. Design …
section columns in low rise buildings where no additional lateral bracing is required. Design …
[PDF][PDF] KUTU KESİTLİ KOLON-KİRİŞLERİN KAYNAKLI BİRLEŞİMİNİN MOMENT ETKİSİ ALTINDA İNCELENMESİ
Çelik yapı tasarımı halen yürürlükte olan Türk Deprem Yönetmeliğine (TDY2007) göre,
süneklik düzeyi yüksek ve süneklik düzeyi normal yapılar olarak sınıflandırılmaktadır …
süneklik düzeyi yüksek ve süneklik düzeyi normal yapılar olarak sınıflandırılmaktadır …
[引用][C] Kutu kiriş-boru kolon kurt ağzı birleşimlerinin yapısal davranışlarının belirlenmesi
NA Kimilli - Fen Bilimleri Enstitüsü
[引用][C] Monitoring of concrete members using photogrammetry and image processing
[引用][C] Eğilme etkisi altındaki başlık levhalı daire kesitli kolon-kiriş birleşimlerinde eksenel kuvvetin davranışa etkisinin incelenmesi
A Kaya - Süleyman Demirel Üniversitesi, 2016 - platform.almanhal.com
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