Lateral behaviour of modular steel building with simplified models of new inter-module connections

2021 ◽  
Vol 236 ◽  
pp. 112103
Author(s):  
Andrew William Lacey ◽  
Wensu Chen ◽  
Hong Hao ◽  
Kaiming Bi
Keyword(s):  
Simplified Models ◽  
Steel Building ◽  
Modular Steel Building

Investigation of the seismic performance of braced low-, mid- and high-rise modular steel building prototypes

2021 ◽  
Vol 234 ◽  
pp. 111986
Author(s):  
Rafaela Sanches ◽  
Junjie Tao ◽  
Amirahmad Fathieh ◽  
Oya Mercan
Keyword(s):  
Seismic Performance ◽  
High Rise ◽  
Steel Building ◽  
Modular Steel Building

Experimental study of an innovative modular steel building connection

2017 ◽  
Vol 139 ◽  
pp. 69-82 ◽  
Author(s):  
Zhihua Chen ◽  
Jiadi Liu ◽  
Yujie Yu ◽  
Chenhua Zhou ◽  
Rengjing Yan
Keyword(s):  
Experimental Study ◽  
Steel Building ◽  
Modular Steel Building

scholarly journals Industrial Building System (IBS): A Unique Intra-Module Connection on Modular Steel Building (MSB)

2021 ◽  
Vol 1200 (1) ◽  
pp. 012014
Author(s):  
M A Gapar ◽  
M F Razali ◽  
H Mansor ◽  
Y S Hamid ◽  
N E A Subki
Keyword(s):  
Global Analysis ◽  
Green Building ◽  
Industrial Building ◽  
Future Research ◽  
Building Technology ◽  
Steel Building ◽  
Build Time ◽  
Nonlinear Static ◽  
The Given ◽  
Modular Steel Building

Abstract Modular Steel Building (MSB) provide benefits towards green building technology such as minimum wastage, faster build time and cost-efficiency. The intra-module connection is the most important aspect of MSB construction since it has a significant impact on overall structural stability and robustness. A novel intra-module connection was proposed for the MSB. The proposal was designed to suit the illustrative five-storey hexagon shape modular steel building that possibly imagines by Architect. Two analyses phases are being presented, namely the Macro and Microanalysis model. The former is the stage for global analysis design of the proposed five-storey hexagon shape modular steel building via SAP2000. The latter is the local intra-module connection behaviour analysis using ABAQUS software. Linear and nonlinear static analyses were carried out on the proposed intra-module connection under the vertical applied load. In this work, the failure of the connection under the given load was governed by the hexagon diaphragm, while the fin plate demonstrates the least affected constitutive component. It anticipates that the suggested unique intra-module connection will encourage architects to employ modular steel construction designs with greater flexibility. Future research will concentrate on the parametric study to improve the performance of the diaphragm and the connection’s limitations.

Numerical analysis on seismic performance of corner fitting connection in modular steel building

Structures ◽  
2021 ◽  
Vol 33 ◽  
pp. 1659-1676
Author(s):  
Jun-Yi Lian ◽  
En-Feng Deng ◽  
Jin-Ming He ◽  
Li-Ming Cai ◽  
Shu-Cai Gao ◽  
...  
Keyword(s):  
Numerical Analysis ◽  
Seismic Performance ◽  
Steel Building ◽  
Modular Steel Building

Study on the stability bearing capacity of multi-column wall in modular steel building

2020 ◽  
Vol 214 ◽  
pp. 110648
Author(s):  
Jiewen Hou ◽  
Xiaodun Wang ◽  
Jiadi Liu ◽  
Zhihua Chen ◽  
Xu Zhong
Keyword(s):  
Bearing Capacity ◽  
Stability Bearing Capacity ◽  
Column Wall ◽  
Steel Building ◽  
The Stability ◽  
Modular Steel Building
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