scholarly journals Multi-Scale Modelling of Flexible End Plate Connections under Fire Conditions

2010 ◽  
Vol 4 (1) ◽  
pp. 88-104 ◽  
Author(s):  
Ying Hu ◽  
Buick Davison ◽  
Ian Burgess ◽  
Roger Plank
Author(s):  
Shuyuan Lin ◽  
Zhaohui Huang ◽  
Mizi Fan

In this paper, the performances of a generic three dimensional 45m x 45m composite floor subjected to ISO834 Fire and Natural Fire are investigated. The influences of reinforcing steel mesh and vertical support conditions on the tensile membrane action of floor slabs are investigated in details. Two robust 2-node connection element models developed by the authors are used to model the behaviour of end-plate and partial end-plate connections of composite structures under fire conditions. The impact of connections on the 3D behaviour of composite floor is considered. Based on the results obtained, some design recommendations are proposed to enhance the fire safety design of composite buildings.


2018 ◽  
Vol 18 (3) ◽  
pp. 734-749 ◽  
Author(s):  
S. V. Khonsari ◽  
P. Vosough Grayli ◽  
A. Ghorbani ◽  
A. Roshani Moghaddam

2014 ◽  
Vol 99 ◽  
pp. 18-34 ◽  
Author(s):  
Shuyuan Lin ◽  
Zhaohui Huang ◽  
Mizi Fan

Author(s):  
Alexandru Szabo ◽  
Radu Negru ◽  
Alexandru-Viorel Coşa ◽  
Liviu Marşavina ◽  
Dan-Andrei Şerban

2012 ◽  
Vol 193-194 ◽  
pp. 1405-1413 ◽  
Author(s):  
Zhu Ling Yan ◽  
Bao Long Cui ◽  
Ke Zhang

This paper conducts analysis on beam-column extended end-plate semi-rigid connection joint concerning monotonic loading and cyclic loading of finite element through ANSYS program, mainly discussed the influence of parameters such as the form of end plate stiffening rib on anti-seismic performance of joint.


2020 ◽  
Author(s):  
Clément Beust ◽  
Erwin Franquet ◽  
Jean-Pierre Bédécarrats ◽  
Pierre Garcia ◽  
Jérôme Pouvreau ◽  
...  

2013 ◽  
Vol 90 ◽  
pp. 140-152 ◽  
Author(s):  
Meng Wang ◽  
Yongjiu Shi ◽  
Yuanqing Wang ◽  
Gang Shi

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