[HTML][HTML] Localised Web Bearing Behaviour of Cold-Formed Austenitic Stainless-Steel Channels: Review of Design Rules and New Insight under Interior Loading

AM Yousefi, B Samali, Y Yu - Applied Sciences, 2023 - mdpi.com
Stainless steels are modern high-performance construction materials exhibiting excellent
corrosion resistance, recyclability, ductility, and durability which make them appealing to use …

Numerical studies on the progressive collapse resistance of multi-story RC buildings with and without exterior masonry walls

S Nyunn, F Wang, J Yang, Q Liu, I Azim, S Bhatta - Structures, 2020 - Elsevier
This paper investigates the influence of perforated masonry walls on the progressive
collapse resistance of multi-story reinforced concrete (RC) structures. In this study, bare and …

Anti-collapse performance of steel frames with RWS connections under a column removal scenario

S Lin, H Qiao, J Wang, J Shi, Y Chen - Engineering Structures, 2021 - Elsevier
The spread of an initial local failure from load-carrying member to other members in system
when subjected to abnormal load, eventually resulting the progressive collapse of an entire …

Performance of typical plan concrete buildings under progressive collapse

S Panahi, SM Zahrai - Structures, 2021 - Elsevier
Many engineers are interested in the progressive collapse phenomenon, considering multi-
user typical buildings, construction bias toward economization and thus, reduction of …

Probabilistic seismic analysis of steel moment-resisting frame structure including a damaged column

A Sadeghi, H Kazemi, M Samadi - Structures, 2021 - Elsevier
Vehicle collision is occurred in the ground level of buildings accidentally or intentionally.
This event is a common scenario of generating structural damages. In some cases, these …

[HTML][HTML] Analyses of structural robustness of prefabricated modular buildings: A case study on mid-rise building configurations

T Munmulla, S Navaratnam, J Thamboo… - Buildings, 2022 - mdpi.com
The limited knowledge of the behaviour of modular buildings subjected to different loading
scenarios and thereby lack of design guidelines hinder the growth of modular construction …

Web crippling design of cold-formed ferritic stainless steel unlipped channels with fastened flanges under end-two-flange loading condition

AM Yousefi, JBP Lim, GC Clifton - Journal of constructional steel research, 2019 - Elsevier
In this paper, a combination of tests and non-linear finite element analyses is used to
investigate the web crippling strength of cold-formed ferritic stainless steel unlipped …

[PDF][PDF] Dynamic analysis method for the progressive collapse of long-span spatial grid structures

L Tian, JP Wei, J Hao, XT Wang - Steel and Composite Structures, 2017 - researchgate.net
In the past, the progressive collapse resulting from local failures during accidents has
caused many tragedies and loss of life. Although long-span spatial grid structures are …

[HTML][HTML] An overview of progressive collapse behavior of steel beam-to-column connections

I Faridmehr, M Hajmohammadian Baghban - Applied Sciences, 2020 - mdpi.com
Local failure of one or more components due to abnormal loading can induce the
progressive collapse of a building structure. In this study, by the aid of available full-scale …

[PDF][PDF] Numerical investigation of web crippling strength in cold-formed stainless steel lipped channels with web openings subjected to interior-two-flange loading …

AM Yousefi, A Uzzaman, JBP Lim… - Steel and Composite …, 2017 - scholar.archive.org
In cold-formed stainless steel lipped channel-sections, use of web openings for service
purposes are becoming increasingly popular. Web openings, however, result in the sections …