Exploration of the multidirectional stability and response of prefabricated volumetric modular steel structures

被引:84
作者
Chen, Zhihua [1 ,2 ,5 ]
Khan, Kashan [1 ]
Khan, Arsalan [3 ]
Javed, Khadija [4 ]
Liu, Jiadi [1 ]
机构
[1] Tianjin Univ, Dept Civil Engn, Tianjin, Peoples R China
[2] State Key Lab Hydraul Engn Simulat & Safety, Tianjin, Peoples R China
[3] VRI Khyber Pakhtunkhwa, Peshawar, Pakistan
[4] Chinese Acad Agr Sci, 12 Zhong Guan Cun, Beijing 100081, Peoples R China
[5] Tianjin Univ, Key Lab Coast Civil Struct & Safety, Minist Educ, Tianjin, Peoples R China
基金
中国国家自然科学基金;
关键词
Structural stability systems; Structural responses; Design standards; Prefabricated volumetric modular steel construction; BLAST LOAD RESPONSE; SEISMIC BEHAVIOR; MECHANICAL PERFORMANCE; OFFSITE CONSTRUCTION; SWOT ANALYSIS; SHEAR WALLS; LOCAL MASS; CONNECTIONS; PLATE; BUILDINGS;
D O I
10.1016/j.jcsr.2021.106826
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Prefabricated volumetric modular steel construction (PFVMSC) has a sustainable behaviour that reduces construction time, waste resources, and onsite workload, resulting in improved quality, faster, safer, and more environmentally sustainable construction. This gradually encourages its adaptation to modern urbanisation as an acceptable alternative to traditional construction in multi-storey structures. The structural instability is not noticeable in low-rise buildings and low seismic zones, so PFVMSC is frequently used. However, lateral loads from winds and earthquakes in high seismic zones significantly impact high rise modular steel building (MSB) since the building's height rises. Thus, PFVMSC's applicability to high-rise engineering projects is hampered by a lack of information about high-rise structures' stability due to extreme multidirectional forces. Therefore, this research summarises key technical issues related to the structural stability and robust performance of multistorey PFVMS structures. Because of the study's versatility, the module classification is briefly introduced to PFVMSC, followed by a structural system discussion. The structural response of the stability systems and recent connection advancements, on which the multidirectional structural stability of multi-storey PFVMS buildings is highly dependent, is discussed in detail. It was accompanied by a summary of the associated challenges, structural requirements, a research evaluation of recent advancements and associated performance studies that can significantly improve multi-level vertical stacking and multidirectional force transmission. Despite increased research into PFVMSC's structural performance, a thorough understanding of the subject has yet to be gained, posing a threat to its continued prevalence in multi-storey buildings and areas where hazardous events may occur. As a result of this development, numerous significant research sectors have proposed expanding the use of PFVMSC on a multi-storey level. (c) 2021 Elsevier Ltd. All rights reserved.
引用
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页数:36
相关论文
共 254 条
[1]  
Adham S.A., 1990, EARTHQ SPECTRA, V6, P1, DOI [10.1193/1.1585555, DOI 10.1193/1.1585555]
[2]  
Ahn Y.H., 2014, International Journal of Sustainable Building Technology and Urban Development, V5, P250, DOI DOI 10.1080/2093761X.2014.985758
[3]  
AISC American Institute of Steel Construction, 2005, THE 13
[4]  
AISI, 2016, S40015 AISI, V2015th
[5]   Anti-collapse resistance mechanisms in corner-supported modular steel buildings [J].
Alembagheri, M. ;
Sharafi, P. ;
Hajirezaei, R. ;
Tao, Z. .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2020, 170
[6]   Collapse capacity of modular steel buildings subject to module loss scenarios: The role of inter-module connections [J].
Alembagheri, M. ;
Sharafi, P. ;
Hajirezaei, R. ;
Samali, B. .
ENGINEERING STRUCTURES, 2020, 210
[7]  
Annan C., 2007, 9 CAN C EARTHQ ENG O, DOI [10.13140/2.1.2132.2241, DOI 10.13140/2.1.2132.2241]
[8]   Seismic Vulnerability Assessment of Modular Steel Buildings [J].
Annan, C. D. ;
Youssef, M. A. ;
El Naggar, M. H. .
JOURNAL OF EARTHQUAKE ENGINEERING, 2009, 13 (08) :1065-1088
[9]   Effect of Directly Welded Stringer-to-Beam Connections on the Analysis and Design of Modular Steel Building Floors [J].
Annan, C. D. ;
Youssef, M. A. ;
El-Naggar, M. H. .
ADVANCES IN STRUCTURAL ENGINEERING, 2009, 12 (03) :373-383
[10]   Experimental evaluation of the seismic performance of modular steel-braced frames [J].
Annan, C. D. ;
Youssef, M. A. ;
El Naggar, M. H. .
ENGINEERING STRUCTURES, 2009, 31 (07) :1435-1446