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[BOG][B] Structural design for fire safety
AH Buchanan, AK Abu - 2017 - books.google.com
Structural Design for Fire Safety, 2nd edition Andrew H. Buchanan, University of Canterbury,
New Zealand Anthony K. Abu, University of Canterbury, New Zealand A practical and …
New Zealand Anthony K. Abu, University of Canterbury, New Zealand A practical and …
Structures in fire: state-of-the-art, research and training needs
Structural fire safety is one of the key considerations in the design and maintenance of the
built infrastructure, yet there are serious limitations in the current approaches to structural fire …
built infrastructure, yet there are serious limitations in the current approaches to structural fire …
Effects of interfacial transition zones on the stress–strain behavior of modeled recycled aggregate concrete
Based on nanoindentation tests and analysis, the constitutive relationship of the Interfacial
Transition Zones (ITZs) in Recycled Aggregate Concrete (RAC) is put forward. Together with …
Transition Zones (ITZs) in Recycled Aggregate Concrete (RAC) is put forward. Together with …
[BOG][B] Performance-based fire engineering of structures
Major events—notably the Broadgate fire in London, New York's World Trade Center
collapse, and the Windsor Tower fire in Madrid—as well as the enlightening studies at the …
collapse, and the Windsor Tower fire in Madrid—as well as the enlightening studies at the …
Numerical analyses of steel beam–column joints subjected to catenary action
This paper presents the numerical results of 6 beam–column joint tests using six types of
connections: web cleat, fin plate, top and seat with web angles (TSWA)(8mm thick angle) …
connections: web cleat, fin plate, top and seat with web angles (TSWA)(8mm thick angle) …
Progressive collapse behaviour of steel framed substructures with various beam-column connections
F Wang, J Yang, Z Pan - Engineering Failure Analysis, 2020 - Elsevier
This paper presents experimental efforts in steel framed substructure with bolted flange plate
(BFP) connections subjected to progressive collapse. A simplified modelling approach …
(BFP) connections subjected to progressive collapse. A simplified modelling approach …
Replaceable fuse buckling-restrained brace (BRB): Experimental cyclic qualification testing and NLFEA modeling
Building in seismically active regions subjected to lateral forces requires adequate strength
and stiffness to resist such forces. Numerous studies have shown that braces perform better …
and stiffness to resist such forces. Numerous studies have shown that braces perform better …
Dynamic behaviour of web cleat connections subjected to sudden column removal scenario
C Liu, KH Tan, TC Fung - Journal of Constructional Steel Research, 2013 - Elsevier
In this paper, experimental tests and numerical analyses were carried out to investigate the
dynamic behaviour of web cleat beam-column connections subjected to sudden column …
dynamic behaviour of web cleat beam-column connections subjected to sudden column …
Ferritic stainless steel thin sheet bolted connections failing by bearing–curling interaction: testing, modelling and design
This paper presents experimental and numerical studies of ferritic stainless steel thin sheet
bolted connections failing by bearing–curling interaction. An experimental programme was …
bolted connections failing by bearing–curling interaction. An experimental programme was …
Numerical modelling of structural fire behaviour of restrained steel beam–column assemblies using typical joint types
This paper presents the results of a simulation study of 10 fire tests on restrained steel beam–
column assemblies using five different types of joints: fin plate, flexible endplate, flush …
column assemblies using five different types of joints: fin plate, flexible endplate, flush …