KASHAN KHAN

Dr. KASHAN KHAN

Engineering, City St George's University of London, London, City of London, UK
+2
orcid

Research Focus & Metrics

Academic Career Length

7Years (2020-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 October 2021 in Engineering Structures
Verified
Journal Article
Closed access
ZCZhihua Chen
Zhihua Chen
JWJian Wang
Jian Wang
JLJiadi Liu
Jiadi Liu
KASHAN KHANKASHAN KHAN
KASHAN KHAN

1 September 2021 in Journal of Constructional Steel Research
Verified
Journal Article
Closed access
ZCZhihua Chen
Zhihua Chen
KASHAN KHANKASHAN KHAN
KASHAN KHAN
AKArsalan Khan
Arsalan Khan
KJKhadija Javed
Khadija Javed
JLJiadi Liu
Jiadi Liu

5 February 2020 in International Journal of Steel Structures
Verified
Journal Article
Closed access
PDF file
KASHAN KHANKASHAN KHAN
KASHAN KHAN
Jia-Bao YanJia-Bao Yan
Jia-Bao Yan

4 January 2023 in Applied Sciences
Verified
Journal Article
Open access
PDF file
KASHAN KHANKASHAN KHAN
KASHAN KHAN
Zhihua ChenZhihua Chen
Zhihua Chen
Jiadi LiuJiadi Liu
Jiadi Liu
KJKhadija Javed
Khadija Javed
Compared to traditional onsite steel construction, prefabricated industrial steel construction (PFISC) saves time, money, and resources. It results in sustainable steel structures that use fewer resources and are better for the environment. Despite their advantages, the private sector favors creating high-rise buildings in an old-fashioned way. In order to encourage the adaptability of prefabricated industrial steel buildings (PFISBs) in high-rise structures, this study critically evaluates the adaptable solutions offered in the literature on the recent developments, structural performances, present difficulties, and future potential. In mid-rise and low-rise structures, PFISC is frequently used. In research and case studies, PFISBs have proven to perform admirably under various adverse conditions, including in the event of an earthquake, wind, blast, impact, fire, collapse, and long-term sustained loads. The use of potential research solutions, the “Top-down” strategy, and the resolving of problems such as the structural-based design guidelines, column stability, discontinuous vertical and horizontal diaphragms, cluster columns and beams effect, damage-free and innovative inter- and intra-modular connections, high strength-to-weight modules, numerical simulation, and transportation will help PFISBs to become more widely accepted in high-rise structures. Compared to other materials, steel has recently demonstrated great promise for the construction of PFISBs. Additionally, China plans to increase their PFISC to 30% by 2026, Australia to 15% by 2025, and North America to over 5% by 2023, proving that it is a reasonable response to future urbanization concerns.

1 May 2021 in Engineering Structures
Verified
Journal Article
Closed access
ZCZhihua Chen
Zhihua Chen
XNXiangyuan Niu
Xiangyuan Niu
JLJiadi Liu
Jiadi Liu
KASHAN KHANKASHAN KHAN
KASHAN KHAN
YLYuecong Liu
Yuecong Liu

15 February 2022 in Engineering Structures
Verified
Journal Article
Closed access
XWXiaodun Wang
Xiaodun Wang
PSPengfei Su
Pengfei Su
JLJiadi Liu
Jiadi Liu
ZCZhihua Chen
Zhihua Chen
KASHAN KHANKASHAN KHAN
KASHAN KHAN