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    <title>DSpace Coleção:</title>
    <link>https://repositorio.ufpb.br/jspui/handle/123456789/11131</link>
    <description />
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        <rdf:li rdf:resource="https://repositorio.ufpb.br/jspui/handle/123456789/37802" />
        <rdf:li rdf:resource="https://repositorio.ufpb.br/jspui/handle/123456789/37801" />
        <rdf:li rdf:resource="https://repositorio.ufpb.br/jspui/handle/123456789/37800" />
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    <dc:date>2026-03-12T04:37:32Z</dc:date>
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  <item rdf:about="https://repositorio.ufpb.br/jspui/handle/123456789/37802">
    <title>Análise da influência da densidade amostral na interpolação batimétrica por Krigagem: estudo de caso no Açude Pacatuba</title>
    <link>https://repositorio.ufpb.br/jspui/handle/123456789/37802</link>
    <description>Título: Análise da influência da densidade amostral na interpolação batimétrica por Krigagem: estudo de caso no Açude Pacatuba
Autor(es): Amorim, Thomás Vinícius Silva de
Orientador: Melo, Davi de Carvalho  Diniz
Abstract: Efficient water resource management is a constant challenge, particularly in regions with &#xD;
high rainfall variability, where water availability heavily depends on surface reservoir &#xD;
storage. Effective management requires precise knowledge of a reservoir's actual capacity &#xD;
and submerged topography. Bathymetric surveys provide this essential data, yet their &#xD;
execution is time-consuming, infrastructure-intensive, and costly, raising a critical &#xD;
question: what is the necessary sample density to achieve reliable volumetric calculations &#xD;
while avoiding both under-sampling and excessive effort? This study analyzes the &#xD;
influence of sample density on the accuracy of reservoir volume estimates. Data were &#xD;
acquired using a single-beam echo sounder and interpolated via ordinary kriging in a &#xD;
Python environment to identify the optimal balance between operational cost and &#xD;
estimation accuracy. The Pacatuba Reservoir (Sapé-PB, Brazil) was used as a case study, &#xD;
with 12,034 depth points collected on October 30-31, 2024. Depth data were interpolated &#xD;
using different variogram models (spherical, exponential, Gaussian, and linear) and &#xD;
spatial resolutions (20 m and 10 m), with each configuration's performance evaluated &#xD;
through cross-validation. The exponential variogram proved most suitable, demonstrating &#xD;
the lowest error and best fit (RMSE = 0.069 m; MAE = 0.037 m; R² ≈ 0.999). A 10 m &#xD;
resolution was established as standard, as further reductions did not yield significant &#xD;
changes in estimated volume. To assess the impact of sample density, 100 independent &#xD;
interpolations were performed for each percentage of data points used (2.5% to 80%), &#xD;
enabling the calculation of means, standard deviations, and coefficients of variation. &#xD;
Results indicated that densities ≤ 5% produce inconsistent volumes with high dispersion. &#xD;
From 12.5% of the points, reliable estimates were achieved (RMSE = 0.31 m; CV = &#xD;
3.8%). Using 25% of the points, variability became negligible (RMSE = 0.01 m; CV = &#xD;
0.3%), and volumes matched the reference value. Thus, the range of 12.5% to 25% &#xD;
represents the optimal trade-off between sampling cost and volumetric precision, &#xD;
confirming the robustness of the methodology.
Editor: Universidade Federal da Paraíba
Tipo: TCC</description>
    <dc:date>2025-09-29T00:00:00Z</dc:date>
  </item>
  <item rdf:about="https://repositorio.ufpb.br/jspui/handle/123456789/37801">
    <title>Estudo de caso: utilização do sistema de painéis monolíticos em EPS como alternativa ao sistema tradicional de construção em concreto armado e alvenaria.</title>
    <link>https://repositorio.ufpb.br/jspui/handle/123456789/37801</link>
    <description>Título: Estudo de caso: utilização do sistema de painéis monolíticos em EPS como alternativa ao sistema tradicional de construção em concreto armado e alvenaria.
Autor(es): Oliveira, Thiago Queiroz Vilar
Orientador: Severo, Cibelle Guimarães Silva
Abstract: This article presents a case study on the use of monolithic expanded &#xD;
polystyrene (EPS) panels as an alternative to traditional reinforced concrete and &#xD;
masonry construction systems. The main objective was to qualitatively analyze the &#xD;
system, identifying the stages of the construction process most susceptible to failures &#xD;
that could compromise the structural and functional performance of the building, as &#xD;
well as to evaluate its advantages and disadvantages in terms of performance and &#xD;
sustainability.The methodology adopted consisted of directly monitoring the &#xD;
construction of a high-end single-family residence. Photographic records, field diaries, &#xD;
and systematic observations of the construction stages were collected, allowing for the &#xD;
technical characterization of the system, the analysis of the execution conditions, and &#xD;
the comparison with the usual practices of the conventional system.The results pointed &#xD;
to significant limitations in the foundation, installation, mortar, and prestressed slab &#xD;
stages, which were highly complex. On the other hand, the assembly of EPS panels &#xD;
presented relevant advantages, such as speed, lightness, waste reduction, and low &#xD;
resource consumption, in addition to the rapid adaptation of the workforce. The &#xD;
installation phases demonstrated ease of execution. Finally, prestressed slabs &#xD;
represented schedule gains, in addition to other aspects that will be mentioned &#xD;
throughout the study.It is concluded that the monolithic EPS system has competitive &#xD;
potential as a sustainable and efficient alternative, but its practical application depends &#xD;
directly on adequate planning, skilled labor, and the use of appropriate equipment. The &#xD;
absence of these factors compromised the quality and productivity observed in the &#xD;
study. For future research, we recommend analyzing pathologies in buildings &#xD;
completed with the system, conducting financial feasibility studies in high-end &#xD;
construction projects, and investigating thermoacoustic performance in order to &#xD;
broaden the understanding of its applicability in the context of Brazilian civil &#xD;
construction.
Editor: Universidade Federal da Paraíba
Tipo: TCC</description>
    <dc:date>2025-10-02T00:00:00Z</dc:date>
  </item>
  <item rdf:about="https://repositorio.ufpb.br/jspui/handle/123456789/37800">
    <title>Potencial do resíduo de corte de mármore e granito como matéria-prima alternativa para argamassas de revestimento</title>
    <link>https://repositorio.ufpb.br/jspui/handle/123456789/37800</link>
    <description>Título: Potencial do resíduo de corte de mármore e granito como matéria-prima alternativa para argamassas de revestimento
Autor(es): Macêdo, Ryan Teixeira
Orientador: Gomes Neto, José Augusto
Abstract: Currently, large amounts of solid waste are discarded into the environment, causing &#xD;
significant impacts. One of these wastes is marble and granite cutting waste (MGW). &#xD;
Therefore, this study evaluated the technical and economic feasibility of using marble &#xD;
and granite cutting waste as a partial substitute for aggregate and binder in rendering &#xD;
mortars. The research was motivated by the need to reduce the consumption of non renewable resources, such as sand and cement, and to provide an appropriate&#xD;
destination for the waste generated by the ornamental stone industry. For this purpose, &#xD;
experimental mixes were produced with partial replacements of sanda t 10%, 20% and &#xD;
30%, and of cement at 10% by fine waste, and tested in both fresh and hardened &#xD;
states. The results showed that mortars with MGW maintained workability within the &#xD;
normative range, although with a higher water demand. In the hardened state, Mix T 30F presented the best overall performance, surpassing the reference mortar in &#xD;
compressive strength, flexural tensile strength, and bond strength. The economic &#xD;
analysis indicated a 7.85% reduction in cost per cubic meter, demonstrating technical, &#xD;
environmental, and financial benefits. It is concluded that MGW is a sustainable and &#xD;
viable alternative for rendering mortars, contributing to the preservation of natural &#xD;
resources and the reduction of environmental impacts.
Editor: Universidade Federal da Paraíba
Tipo: TCC</description>
    <dc:date>2025-09-30T00:00:00Z</dc:date>
  </item>
  <item rdf:about="https://repositorio.ufpb.br/jspui/handle/123456789/37799">
    <title>O BIM aplicado ao retrofit de edificações históricas: Um estudo de caso na  cidade de João Pessoa</title>
    <link>https://repositorio.ufpb.br/jspui/handle/123456789/37799</link>
    <description>Título: O BIM aplicado ao retrofit de edificações históricas: Um estudo de caso na  cidade de João Pessoa
Autor(es): Ferreira, Raquel Martins
Orientador: Fernandes, Luara Lopes de Araújo
Abstract: The construction sector faces several challenges in updating its processes toward &#xD;
technological modernization and sustainnability, with Building Information Modelling &#xD;
(BIM) being one of the main tools to support interdisciplinar integration. However, its &#xD;
application in retrofitting historic buildings still presents gaps, especially regarding &#xD;
information management, process standardization, and team communication. In this &#xD;
context, this research analyzes the use of BIM methodology in the retrofit of a historic &#xD;
building in João Pessoa, aiming to understand its advantages and limitations, as well &#xD;
as to propose improvements for project development and coordination. The research &#xD;
strategy adopted was a case study, structured in three main stages: literature review, &#xD;
data collection, and results analysis. The findings revealed that BIM application was &#xD;
partial and fragmented, although advances were achieved in three-dimensional &#xD;
visualization. On the other hand, weaknesses were observed, such as the absence of &#xD;
execution plans and collaboration tools. It is concluded that the effectiveness of BIM in &#xD;
retrofit projects requires consolidated information management protocols, structured &#xD;
and parameterized 3D models, and continuous team training, contributing to &#xD;
overcoming cultural, organizational, and technological barriers in the sector. Finally, &#xD;
the study aligns with the Sustainable Development Goals (SDGs 8, 11, and 12) by &#xD;
promoting practices that foster greater productivity, sustainable urban revitalization, &#xD;
and responsible use of resources.
Editor: Universidade Federal da Paraíba
Tipo: TCC</description>
    <dc:date>2025-10-03T00:00:00Z</dc:date>
  </item>
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