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19 pages, 6281 KiB  
Article
Research on Image Classification and Retrieval Using Deep Learning with Attention Mechanism on Diaspora Chinese Architectural Heritage in Jiangmen, China
by Le Gao, Yanqing Wu, Tian Yang, Xin Zhang, Zhiqiang Zeng, Chak Kwan Dickson Chan and Weihui Chen
Buildings 2023, 13(2), 275; https://doi.org/10.3390/buildings13020275 - 17 Jan 2023
Cited by 10 | Viewed by 3121
Abstract
The study of the architectural heritage of the Chinese diaspora has an important role and significance in China’s historical and cultural background in the preservation of cultural data, the restoration of images, and in the analysis of human social and ideological conditions. The [...] Read more.
The study of the architectural heritage of the Chinese diaspora has an important role and significance in China’s historical and cultural background in the preservation of cultural data, the restoration of images, and in the analysis of human social and ideological conditions. The images from the architectural heritage of the Chinese diaspora usually include frescos, decorative patterns, chandelier base patterns, various architectural styles and other major types of architecture. Images of the architectural heritage of the Chinese diaspora in Jiangmen City, Guangdong Province, China are the research object of this study. A total of 5073 images of diaspora Chinese buildings in 64 villages and 16 towns were collected. In view of the fact that different types of image vary greatly in features while there are only small differences among the features of the same type of image, this study uses the depth learning method to design the Convolutional Neural Network Attention Retrieval Framework (CNNAR Framework). This approach can be divided into two stages. In the first stage, the transfer learning method is used to classify the image in question by transferring the trained parameters of the Paris500K datasets image source network to the target network for training, and thus the classified image is obtained. The advantage of this method is that it narrows the retrieval range of the target image. In the second stage, the fusion attention mechanism is used to extract the features of the images that have been classified, and the distance between similar images of the same type is reduced by loss of contrast. When we retrieve images, we can use the features extracted in the second stage to measure the similarities among them and return the retrieval results. The results show that the classification accuracy of the proposed method reaches 98.3% in the heritage image datasets of the JMI Chinese diaspora architectures. The mean Average Precision (mAP) of the proposed algorithm can reach 76.6%, which is better than several mainstream model algorithms. At the same time, the image results retrieved by the algorithm in this paper are very similar to those of the query image. In addition, the CNNAR retrieval framework proposed in this paper achieves accuracies of 71.8% and 72.5% on the public data sets Paris500K and Corel5K, respectively, which can be greatly generalized and can, therefore, also be effectively applied to other topics datasets. The JMI architectural heritage image database constructed in this study, which is rich in cultural connotations of diaspora Chinese homeland life, can provide strong and reliable data support for the follow-up study of the zeitgeist of the culture reflected in architecture and the integration of Chinese and Western aesthetics. At the same time, through the rapid identification, classification, and retrieval of precious architectural images stored in the database, similar target images can be retrieved reasonably and accurately; then, accurate techniques can be provided to restore old and damaged products of an architectural heritage. Full article
(This article belongs to the Special Issue Advanced Technologies in Architectural Heritage Protection)
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<p>Sampling point map of the research area (<b>a</b>) geographical location; (<b>b</b>) sampling type; (<b>c</b>) number of samples.</p>
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<p>The type and quantity of samples.</p>
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<p>Block diagram of Diaspora Chinese architectural heritage image classification and retrieval.</p>
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<p>Residual block structure.</p>
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<p>Schematic diagram of transfer learning process.</p>
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<p>Classification phase model diagram.</p>
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<p>The structure chart of Resnet50.</p>
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<p>Schematic diagram of image feature classification space.</p>
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<p>Integrated attention mechanism model.</p>
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<p>Channel attention module.</p>
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<p>Spatial attention module.</p>
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<p>Image enhancement effect (<b>a</b>) original image, (<b>b</b>) gaussian noise, (<b>c</b>) salt and pepper noise, (<b>d</b>) histogram equalization, (<b>e</b>) restricted contrast adaptive histogram equalization.</p>
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<p>Training accuracy of several models.</p>
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<p>Image retrieval results of top 10 architectural heritage.</p>
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20 pages, 3869 KiB  
Article
Experiencing Public Spaces in Southern Chile: Analysing the Effects of the Built Environment on Walking Perceptions
by Antonio Zumelzu, Mariana Estrada, Marta Moya and Jairo Troppa
Int. J. Environ. Res. Public Health 2022, 19(19), 12577; https://doi.org/10.3390/ijerph191912577 - 1 Oct 2022
Cited by 12 | Viewed by 9058
Abstract
In Latin American cities, the built environment is facing crucial challenges in the 21st century, not only in terms of the redesign of the physical environment, but also how to remodel public spaces as healthier places for walking and social interaction. The objective [...] Read more.
In Latin American cities, the built environment is facing crucial challenges in the 21st century, not only in terms of the redesign of the physical environment, but also how to remodel public spaces as healthier places for walking and social interaction. The objective of this article is to evaluate the effects of the built environment on walking perceptions in a central neighbourhood in the intermediate city of Valdivia, Chile. The methodology integrates quantitative and qualitative methods to explore which elements of the physical built environment ease and hinder walkability. Depthmap software and Simpson’s Diversity Index are used to evaluate connectivity and diversity of land uses at street level. Additionally, the People Following method and 26 walking interviews are conducted using the Natural Go-Along technique to analyse pedestrians’ perceptions about their mobility environment. The results show that the factors that promote walkability mainly include streets with high connectivity values, wide pavements, diversity of greening, and facade characteristics of buildings with architectural heritage causing tranquillity, longing, and happiness. On the contrary, factors that inhibit walkability are related to poor-quality and narrow sidewalks, cars parked on sidewalks, dirty streets, and motorized traffic and vehicular noise causing negative emotions in walking perceptions such as tiredness, anger, disgust, discomfort, and insecurity, with negative effects on the well-being of residents that vary according to age and gender. Finally, recommendations are oriented to improve public spaces in central areas in southern Chile, to address moving towards more liveable and inclusive environments and support well-being through urban design in these types of context. Full article
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<p>Barrios Bajos Neighbourhood location in the city of Valdivia. Source: Authors.</p>
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<p>Connectivity map of the Barrios Bajos, Valdivia. Source: Authors.</p>
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<p>Land uses map of the Barrios Bajos, Valdivia. Source: Authors.</p>
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<p>Pedestrian movement pattern map of Barrios Bajos, Valdivia. Source: Authors.</p>
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<p>Positive environmental elements mentioned during walking interviews in Barrios Bajos, Valdivia. Source: Authors.</p>
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<p>Negative environmental elements mentioned during walking interviews in Barrios Bajos, Valdivia. Source: Authors.</p>
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<p>(<b>a</b>). Emotions mentioned during walking interviews in Barrios Bajos, Valdivia. Source: Authors. (<b>b</b>). Emotions associated with chosen routes in Barrios Bajos, Valdivia. Source: Authors.</p>
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<p>Elements that promote or inhibit walking, based on walkers’ perceptions in Barrios Bajos, Valdivia. Pictures were taken during interviews with participants, according to the elements that interviewers highlighted while walking. Source: Authors.</p>
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<p>(<b>a</b>) Trees on streets, wide sidewalks and architectural heritage on street frontages are the most preferred elements that promote walking based on the perceptions of walkers; (<b>b</b>) parked cars on sidewalks, narrow sidewalks and garbage on inner streets are elements that inhibit walking, based on the perceptions of walkers. Pictures were taken during interviews with participants, according to the elements that interviewers highlighted while walking. Source: Authors.</p>
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13 pages, 3773 KiB  
Article
The Narrow Mausolea at Conchada Cemetery as Part of Portuguese and European Architectural Heritage
by Jorge Mascarenhas, Lurdes Belgas, Elisabete Vinhas and Fernando G. Branco
Heritage 2022, 5(3), 1852-1864; https://doi.org/10.3390/heritage5030096 - 26 Jul 2022
Viewed by 2605
Abstract
Over millennia, death was the origin of great funerary constructions that have come down to us. These constructions aimed at ensuring eternity and perpetuating memory. Funeral art thus appears not in the service of death, but in the service of memory. In the [...] Read more.
Over millennia, death was the origin of great funerary constructions that have come down to us. These constructions aimed at ensuring eternity and perpetuating memory. Funeral art thus appears not in the service of death, but in the service of memory. In the modern age, funerary constructions do not have the dimensions and grandeur they did in ancient times, but there are still constructions with relevant architectural interest, built to perpetuate the memory of important families. In Conchada Cemetery, located in Coimbra, Portugal, a vast and diverse funeral heritage exists. Possessing various architectural styles, almost all built with limestone from the region, the narrow mausoleums stand out from this heritage. This work presents a study carried out on the architecture and construction of two types of narrow mausoleums, existing in the Conchada Cemetery, both of the Neo-Gothic style: one with an entrance from the front, and another from the back. As it is not possible to present the photographs of the burial vaults, since it would represent an intrusive approach to the families, the authors have resorted to representing them through Indian ink and watercolor illustrations. Full article
(This article belongs to the Topic Sustainability in Heritage and Urban Planning)
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<p>Partial view of a sector at the Conchada Cemetery.</p>
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<p>Conchada Cemetery, according to Raymundo Venâncio Rodrigues design, 1857 [<a href="#B6-heritage-05-00096" class="html-bibr">6</a>].</p>
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<p>Example of mausoleum iconography.</p>
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<p>Mausoleums: (<b>a</b>) with space for visitors to access inside; (<b>b</b>) narrow tomb with no possibility of access for visitors to its interior.</p>
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<p>View of a set of narrow mausoleums.</p>
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<p>Examples of architectural styles of the narrow mausoleums: (<b>a</b>) Neo-Egyptian and (<b>b</b>) Neo-Romanesque.</p>
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<p>Examples of architectural styles of the narrow mausoleums: (<b>a</b>) Neo-Gothic and (<b>b</b>) Neo-Manueline.</p>
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<p>Examples of architectural styles of the narrow mausoleums: (<b>a</b>) Neoclassical and (<b>b</b>) Neo-Baroque.</p>
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<p>Examples of architectural styles of the narrow mausoleums: (<b>a</b>) Beaux-Arts and (<b>b</b>) Art Nouveau.</p>
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<p>Examples of architectural styles of the narrow mausoleums: (<b>a</b>) Art Deco and (<b>b</b>) Portuguese House.</p>
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<p>Perspectives of a Neo-Gothic tomb with access from the front: (<b>a</b>) view from the front and (<b>b</b>) view from the back.</p>
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<p>Perspectives of a Neo-Gothic mausoleum with access from the back: (<b>a</b>) view from the front and (<b>b</b>) view from the back.</p>
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17 pages, 7473 KiB  
Article
Enhanced Seismic Retrofit of a Reinforced Concrete Building of Architectural Interest
by Gloria Terenzi, Elena Fuso, Stefano Sorace and Iacopo Costoli
Buildings 2020, 10(11), 211; https://doi.org/10.3390/buildings10110211 - 21 Nov 2020
Cited by 12 | Viewed by 3476
Abstract
Modern heritage buildings designed in the 1950s and 1960s often feature poor seismic performance capacities and may require significant retrofit interventions. A representative case study in Florence, i.e., the edifice housing the Automobile Club Headquarters, is examined here. The building was designed in [...] Read more.
Modern heritage buildings designed in the 1950s and 1960s often feature poor seismic performance capacities and may require significant retrofit interventions. A representative case study in Florence, i.e., the edifice housing the Automobile Club Headquarters, is examined here. The building was designed in 1959 with an articulated reinforced concrete structure and presents some enterprising solutions for the time, including suspended floors accommodating large glazed curtain wall façades in the main halls. The original design documentation was collected with accurate record research and checked with detailed on-site surveys. Based on the information gained on the structural system by this preliminary investigation, a time-history assessment analysis was carried out. Remarkable strength deficiencies in most members and severe pounding conditions between the two constituting wings, which are separated by a narrow technical gap, were found. As a result, a base isolation retrofit hypothesis is proposed in order to improve the seismic response capacities of the building without altering its elegant architectural appearance, being characterized by large free internal spaces and well-balanced proportions of the main structural members. A substantial performance improvement is obtained thanks to this rehabilitation strategy, as assessed by the achievement of non-pounding response conditions and safe stress states for all members up to the maximum considered normative earthquake level. Furthermore, the very low peak inter-storey drifts evaluated in retrofitted conditions help in preventing damage to the glazed façades and the remaining drift-sensitive non-structural components. Full article
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<p>Structural plan of the ground floor.</p>
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<p>Structural plan of the second through fifth complete floors of the hotel (heights of 14.50 m through 24.55 m above ground).</p>
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<p>Vertical section of the building denoted as A-A in the structural plans.</p>
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<p>Vertical section of the building denoted as B-B in the structural plans.</p>
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<p>Design drawing of a double-end cantilevered beam situated in the great hall of Unit 2.</p>
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<p>Overall view of the finite element model of the structure.</p>
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<p>Rheological scheme of Jankowski’s non-linear viscoelastic impact model.</p>
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<p>Multi-linear viscoelastic finite element model.</p>
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<p>Model view showing the separation gap at rest and zoomed view of the four multi-linear viscoelastic assemblages incorporated between pairs of facing joints of Units 1 and 2.</p>
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<p>Normative pseudo-acceleration elastic response spectra for Florence and the reference site parameters—horizontal (<b>a</b>) and vertical (<b>b</b>) components.</p>
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<p>Relative displacement (<b>a</b>) and contact force (<b>b</b>) time-histories of a pair of contacting joints obtained from the most demanding MCE-scaled group of input accelerograms.</p>
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<p><span class="html-italic">M<sub>lc,1</sub></span>–<span class="html-italic">M<sub>lc,2</sub></span> biaxial moment interaction curves for a C21-type column on the upper storey (<b>a</b>) and a C20-type column on the first storey; (<b>b</b>) obtained from the most demanding MCE-scaled group of input accelerograms.</p>
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<p>Plan of the foundations of the building with the positions of the DCSS isolators (highlighted with red circles).</p>
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<p>Vertical sections of the building denoted as C-C and D-D in <a href="#buildings-10-00211-f013" class="html-fig">Figure 13</a>.</p>
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<p>Detail of the installation of a DCSS isolator.</p>
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<p>Views of the finite element model of the structure incorporating the base isolation system.</p>
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<p>Relative displacement time-history of the pair of contacting joints referred to in <a href="#buildings-10-00211-f011" class="html-fig">Figure 11</a> obtained from the most demanding MCE-scaled group of input accelerograms.</p>
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<p><span class="html-italic">M<sub>lc,1</sub></span>–<span class="html-italic">M<sub>lc,2</sub></span> interaction curves for the C21-type column (<b>a</b>) and C20-type column (<b>b</b>) referred to in <a href="#buildings-10-00211-f012" class="html-fig">Figure 12</a> obtained from the most demanding MCE-scaled group of input accelerograms.</p>
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<p>Response cycles of two isolators placed below a C9-type column (<b>a</b>) and a C19-type column (<b>b</b>) obtained from the most demanding MCE-scaled group of input accelerograms.</p>
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20 pages, 7598 KiB  
Article
Accuracy Evaluation of Videogrammetry Using A Low-Cost Spherical Camera for Narrow Architectural Heritage: An Observational Study with Variable Baselines and Blur Filters
by Zheng Sun and Yingying Zhang
Sensors 2019, 19(3), 496; https://doi.org/10.3390/s19030496 - 25 Jan 2019
Cited by 26 | Viewed by 4928
Abstract
Three-dimensional (3D) reconstruction using video frames extracted from spherical cameras introduces an innovative measurement method in narrow scenes of architectural heritage, but the accuracy of 3D models and their correlations with frame extraction ratios and blur filters are yet to be evaluated. This [...] Read more.
Three-dimensional (3D) reconstruction using video frames extracted from spherical cameras introduces an innovative measurement method in narrow scenes of architectural heritage, but the accuracy of 3D models and their correlations with frame extraction ratios and blur filters are yet to be evaluated. This article addresses these issues for two narrow scenes of architectural heritage that are distinctive in layout, surface material, and lighting conditions. The videos captured with a hand-held spherical camera (30 frames per second) are extracted to frames with various ratios starting from 10 and increasing every 10 frames (10, 20, …, n). Two different blur assessment methods are employed for comparative analyses. Ground truth models obtained from terrestrial laser scanning and photogrammetry are employed for assessing the accuracy of 3D models from different groups. The results show that the relative accuracy (median absolute errors/object dimensions) of spherical-camera videogrammetry range from 1/500 to 1/2000, catering to the surveying and mapping of architectural heritage with medium accuracy and resolution. Sparser baselines (the length between neighboring image pairs) do not necessarily generate higher accuracy than those from denser baselines, and an optimal frame network should consider the essential completeness of complex components and potential degeneracy cases. Substituting blur frames with adjacent sharp frames could reduce global errors by 5–15%. Full article
(This article belongs to the Special Issue Geophysics and Remote Sensing in Archaeology and Monumental Heritage)
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<p>3D reconstruction of the rockery in a Chinese classical garden through combined use of a consumer-level spherical camera and a typical structure from motion (SfM) workflow. <b>(a)</b> A view of the north rockery in Zhan Garden, Nanjing; <b>(b)</b> an example of raw video frames; and <b>(c)</b> the 3D model and recovered frame positions.</p>
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<p>The two surveyed narrow scenes.</p>
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<p>Examples of extracted video frames of the two datasets. (<b>a</b>) The Stupa; and (<b>b</b>) the Pavilion.</p>
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<p>The ground truth model (GTM) of the Stupa. (<b>a</b>) The geodetic network measured with a total station; (<b>b</b>) image positions and ground control points (GCPs) of the entire Stupa; and (<b>c</b>) the mesh model.</p>
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<p>The GTM of the Pavilion. (<b>a</b>) The plan and scanning stations (highlighted in red); and (<b>b</b>) the mesh model.</p>
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<p>Textured mesh model with recovered frame positions of the two datasets. (<b>a</b>) B<sub>30</sub> of the Stupa; and (<b>b</b>) B<sub>30</sub> of the Pavilion.</p>
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<p>3D points colored in cloud-to-mesh (C2M) signed distances to the GTM with variable baselines of the Stupa. (<b>a</b>) B<sub>10</sub>; (<b>b</b>) B<sub>20</sub>; (<b>c</b>) B<sub>30</sub>; and (<b>d</b>) B<sub>40</sub>.</p>
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<p>3D points colored in signed distances to the GTM with variable baselines of the Stupa. (<b>a</b>) B<sub>10</sub>; (<b>b</b>) B<sub>20</sub>; (<b>c</b>) B<sub>30</sub>; (<b>d</b>) B<sub>40</sub>; and (<b>e</b>) B<sub>50</sub>.</p>
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<p>3D points colored in signed distances to the GTM with variable blur filters of the Stupa. (<b>a</b>) Raw frames; (<b>b</b>) F<sub>ps</sub>; and (<b>c</b>) F<sub>bm</sub>.</p>
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<p>3D points colored in signed distances to the GTM with variable blur filters of the Pavilion. (<b>a</b>) Raw frames; (<b>b</b>) F<sub>ps</sub>; and (<b>c</b>) F<sub>bm</sub>.</p>
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<p>3D model of the Pavilion dataset obtained with mobile mapping system (MMS; GeoSLAM ZEB-REVO handheld scanner). Compared with that from spherical-camera videogrammetry, the MMS-derived model is <b>(a)</b> less-noisy and <b>(b)</b> has similar global accuracy, but has obvious disjunctions between the outer walls and the interiors.</p>
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<p>3D model of the Pavilion dataset obtained with perspective-camera videogrammetry. The model of the pedestals is obviously warped.</p>
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<p>Coverage of TLS (<b>a</b>) and UAV-photogrammetry (<b>b</b>) in the Stupa dataset. Although the latter method generates a more complete model than that from TLS, the inner surfaces of the enclosures on each floor (highlighted in red) are still missing considering reasonable labor intensity and favorable camera network.</p>
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<p>Median absolute errors with variable baselines in the two datasets.</p>
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<p>Correlations between height (vertical distance to the base plane) and deviations (to the GTM) in the Stupa dataset with variable baselines. Two-polynomial trend lines (in red) with correlation coefficient (R<sup>2</sup>) are given.</p>
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<p>Correlations between height (vertical distance to the base plane) and deviations (to the GTM) in the Pavilion dataset with variable baselines. Two-polynomial trend lines (in red) with correlation coefficient (R<sup>2</sup>) are given. (<b>a</b>) (<b>c</b>) (<b>e</b>) (<b>g</b>) (<b>i</b>) represent exterior walls; and (<b>b</b>) (<b>d</b>) (<b>f</b>) (<b>h</b>) (<b>j</b>) represent interior walls and vaults.</p>
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<p>Correlations between height (vertical distance to the base plane) and deviations (to the GTM) in the Pavilion dataset with variable baselines. Two-polynomial trend lines (in red) with correlation coefficient (R<sup>2</sup>) are given. (<b>a</b>) (<b>c</b>) (<b>e</b>) (<b>g</b>) (<b>i</b>) represent exterior walls; and (<b>b</b>) (<b>d</b>) (<b>f</b>) (<b>h</b>) (<b>j</b>) represent interior walls and vaults.</p>
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<p>Triangulations between tie points and corresponding frames in the Pavilion. (<b>a</b>) A part near the top of the exterior walls; and (<b>b</b>) a part near the top of the interior walls. While their maximum intersection angles are similar (A<sub>1</sub> ≈ A<sub>2</sub>), their minimums are very different (B1 &gt; B2).</p>
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