2017
DOI: 10.1016/j.engstruct.2017.01.067
|View full text |Cite
|
Sign up to set email alerts
|

Damage scenario-driven strategies for the seismic monitoring of XX century spatial structures with application to Pier Luigi Nervi’s Turin Exhibition Centre

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

0
12
0

Year Published

2018
2018
2023
2023

Publication Types

Select...
4
4

Relationship

2
6

Authors

Journals

citations
Cited by 21 publications
(12 citation statements)
references
References 18 publications
0
12
0
Order By: Relevance
“…However, this will return different results, as will be shown later. Two works closely related to this investigation can be found in Lenticchia, Ceravolo, and Chiorino (2017) and Lenticchia, Ceravolo, and Antonaci (2018). In those cases, SO optimization was performed, but using a compounded OF.…”
Section: Metaheuristic Algorithms In Optimal Sensor Placementmentioning
confidence: 93%
“…However, this will return different results, as will be shown later. Two works closely related to this investigation can be found in Lenticchia, Ceravolo, and Chiorino (2017) and Lenticchia, Ceravolo, and Antonaci (2018). In those cases, SO optimization was performed, but using a compounded OF.…”
Section: Metaheuristic Algorithms In Optimal Sensor Placementmentioning
confidence: 93%
“…On the other hand, regarding buildings evaluation, in [31], is proposed a project for monitoring the Pier Luigi Nervi Exhibition Centre (Turin-Italy), affected by the seismicity of the region. In particular, the main goal consists in determining the proper location for sensors considering the complex building architecture.…”
Section: Related Workmentioning
confidence: 99%
“…Optimal sensor placement methods have been widely employed in civil engineering structures such as bridges, whereas the number of applications in historical structures is scarce. Only a few experiences can be found in the literature [26][27][28]. In addition, most works on the application of OSP techniques are based upon simple benchmark case studies and/or consider deterministic definitions of the material properties of the monitored structure.…”
Section: Introductionmentioning
confidence: 99%