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Applied Sciences
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Seismic Vulnerability Assessment for Civil and Industrial Infrastructures
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Seismic Vulnerability Assessment for Civil and Industrial Infrastructures

A special issue of Applied Sciences (ISSN 2076-3417). This special issue belongs to the section "Civil Engineering".

Deadline for manuscript submissions: closed (30 January 2022) | Viewed by 6312

Special Issue Editor

Prof. Dr. Roberto Nascimbene

E-Mail Website
Guest Editor
Department of Science, Technology and Society, University School for Advanced Studies (IUSS), 27100 Pavia, Italy
Interests: structural analysis; seismic engineering; industrial structures; advanced modeling and analysis; non-structural elements
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

The functionality and integrity of structures (e.g., hospitals, civil protection buildings, strategic structures, ordinary residential buildings and cultural heritage) and infrastructures (e.g., bridges, logistic centers, and industrial plants) in the aftermath of a severe earthquake is a key issue to ensure sustainable development of our society. Many existing structure and infrastructure inventories in Europe and worldwide, built in the post-war era, are now coming to the end of their design serviceability life. As these structures age, increased attention and care, especially in earthquake prone countries, are needed to ensure that some phenomena, such as corrosion, degradation, and possible existing defects, do not pose a risk to life safety. Within this framework, the papers included in this Special Issue aim to address some of these specific issues and to propose novel approaches for the seismic vulnerability assessment for civil and industrial infrastructures. 

Prof. Dr. Roberto Nascimbene
Guest Editor

Manuscript Submission Information

Manuscripts should be submitted online at www.mdpi.com by registering and logging in to this website. Once you are registered, click here to go to the submission form. Manuscripts can be submitted until the deadline. All submissions that pass pre-check are peer-reviewed. Accepted papers will be published continuously in the journal (as soon as accepted) and will be listed together on the special issue website. Research articles, review articles as well as short communications are invited. For planned papers, a title and short abstract (about 100 words) can be sent to the Editorial Office for announcement on this website.

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Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2400 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • seismic vulnerability
  • seismic assessment
  • industrial facilities
  • bridges
  • existing buildings
  • strategic structures
  • advanced modeling and analysis

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Published Papers (2 papers)

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Research

16 pages, 6417 KiB  
Article
Influence of Seismic Loads Considering Soil Properties and Wave Passage Effect on the Seismic Response of a Multi-Span PSC Girder Bridge
by Gun Park, Yeong-Mo Yeon, Ki-Nam Hong and Sugyu Lee
Appl. Sci. 2022, 12(3), 1415; https://doi.org/10.3390/app12031415 - 28 Jan 2022
Viewed by 2723
Abstract
This paper investigates the analytical results of the seismic response of multi-span prestressed concrete (PSC) I-girder bridges under seismic loads. To perform numerical analyses, a three-span PSC I-girder bridge with a width of 12 m, a total length of 100 m, and a [...] Read more.
This paper investigates the analytical results of the seismic response of multi-span prestressed concrete (PSC) I-girder bridges under seismic loads. To perform numerical analyses, a three-span PSC I-girder bridge with a width of 12 m, a total length of 100 m, and a maximum span length of 40 m was modeled, and a virtual location was selected to consider the soil properties of the area where the bridge was constructed. The seismic load acting on the PSC I-girder bridge was applied in consideration of the soil properties around the pier and the wave passage effect of the bedrock in the artificial seismic load generated, according to the U.S. Nuclear Regulatory Commission (NRC) standard. The analysis results confirmed that the seismic load, with consideration of the soil properties and wave passage effect, generated the maximum response acceleration and bending moment at the deck of the bridge—152% and 232% greater than without considering them, respectively. Therefore, in order to ensure the earthquake resistance of the bridge, the soil properties of the area where the bridge will be built and the wave passage effect of the bedrock must be considered. Full article
(This article belongs to the Special Issue Seismic Vulnerability Assessment for Civil and Industrial Infrastructures)
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32 pages, 8916 KiB  
Article
Static and Seismic Responses of Eco-Friendly Buried Concrete Pipes with Various Dosages of Fly Ash
by Sayedali Mostofizadeh and Kong Fah Tee
Appl. Sci. 2021, 11(24), 11700; https://doi.org/10.3390/app112411700 - 9 Dec 2021
Cited by 6 | Viewed by 3065
Abstract
In this paper, an evaluation based on the detailed failure has been conducted for underground sewage Geopolymer concrete (GPC) pipes under static and seismic loadings with consideration of the optimal time steps in the time-dependent process related to nonlinear behavior of GPC pipes [...] Read more.
In this paper, an evaluation based on the detailed failure has been conducted for underground sewage Geopolymer concrete (GPC) pipes under static and seismic loadings with consideration of the optimal time steps in the time-dependent process related to nonlinear behavior of GPC pipes in static and dynamic analyses. The ANSYS platform is employed for improving an advanced FE model for a GPC pipe which can simulate the performance of underground GPC pipes containing various percentages of fly ash (FA) as a Portland cement (PC) replacement. Subsequently, the time-dependent model is used to assess the efficacy of this concrete admixture (FA) in the structural response of the unreinforced GPC pipe in FEM. Indeed, the generated GPC pipe with the three-dimensional model has the potential to capture the nonlinear behavior of concrete which depicts the patterns of tensile cracking and compressive crushing that occur over the applied static loads in the FE model. The main issue in this paper is the assessment of the GPC pipe response typically based on the displacement due to static and seismic loadings. The numerical results demonstrated that the optimal displacement was obtained when the structural response had typically the lowest value for GPC pipes containing 10–30% FA and 20% FA under static and seismic loadings, respectively. Indeed, a reduction by 25% for the vertical displacement of a GPC pipe containing 20% FA was observed compared to that without FA under time-history analysis. Full article
(This article belongs to the Special Issue Seismic Vulnerability Assessment for Civil and Industrial Infrastructures)
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