Dynamic Behavior of Super High-Rise Building: Deployment of Smart Monitoring System and Analysis

2020 ◽  
Vol 146 (4) ◽  
pp. 05020001
Author(s):  
Zengshun Chen ◽  
Xiao Zhou ◽  
Xu Wang ◽  
Peng Zhao ◽  
Jun Hu
2020 ◽  
pp. 3-12
Author(s):  
A.G. Shashkin ◽  
◽  
K.G. Shashkin ◽  
N.A. Evseev ◽  
V.M. Lukin ◽  
...  

Monitoring of structures during operation is a direct requirement of the current legislation, especially relevant for technically complex structures, which include high-rise buildings. It is important not only for ensuring mechanical safety during construction operation, but also as a tool for reverse analysis of the actual stress-strain state of structures and foundations for compliance with the design calculation forecast, which should ultimately contribute to the development of construction theory and practice. The article is devoted to the organization of monitoring during the operation of the Lakhta Center skyscraper in St. Petersburg. The basis of the monitoring system is a design model of the building that interacts with the base making it possible to give the monitoring an interactive character. Particular attention is paid to the definition of «alarms» that make it possible to signal timely about the occurrence of negative trends helping to eliminate the occurrence of an emergency. It is shown that the calculations for justifying the criteria of monitoring systems differ significantly from the usual calculations when designing. The article defines the features of a workable monitoring system, to which the system implemented in practice fully corresponds. A comparison of the readings set in the design of measuring equipment and design expectations is given. The example of a high-rise building shows how to assign the «alarm» and «accident» criteria to ensure the operability of the monitoring system during operation.


2019 ◽  
Vol 1381 ◽  
pp. 012010 ◽  
Author(s):  
W Riyanto ◽  
D Irawan ◽  
T J W Adi ◽  
D Iranata ◽  
A Rizki Amalia

2018 ◽  
Vol 28 (4) ◽  
pp. 180-189
Author(s):  
Volodymyr Sakharov ◽  
Oleksandr Lytvyn ◽  
Vasyl Pidlutskyi

Abstract Paper presents the results of dynamic behavior analysis of a high-rise building under seismic loads as part of the “base-foundation-building” system. Analysis covers different types of reinforced concrete construction with girder frame and non-girder frame. Using modal analysis, paper presents differences in mode shapes and frequencies caused by the presence or absence of girders. Paper also demonstrates variations in the stress-strain state for the vertical bearing structures under the seismic load for different frame types.


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