Relevant bibliographies by topics / Rubble stone masonry

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  1. Journal articles
  2. Dissertations / Theses
  3. Book chapters
  4. Conference papers

Academic literature on the topic 'Rubble stone masonry'

Author: Grafiati
Published: 4 June 2021
Last updated: 9 June 2023

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Journal articles on the topic "Rubble stone masonry"

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Ali, Qaisar, Akhtar Naeem Khan, Mohammad Ashraf, et al. "Seismic Performance of Stone Masonry Buildings Used in the Himalayan Belt." Earthquake Spectra 29, no. 4 (2013): 1159–81. http://dx.doi.org/10.1193/091711eqs228m.

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Rubble-stone masonry structures are found abundantly in the Asian countries along the Himalayan range. Such structures are usually constructed in dry-stone masonry or are constructed in mud mortar, which makes them susceptible to damage and collapse in earthquakes. In order to study the seismic behavior of these structures, dynamic shake table tests on three reduced-scale rubble-stone masonry models were conducted. The models comprised a representative school building, a residential building, and a model incorporating simple cost-effective features in the form of horizontal and vertical reinfo
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Azevedo, Nuno Monteiro, Fernando F. S. Pinho, Ildi Cismaşiu, and Murilo Souza. "Prediction of Rubble-Stone Masonry Walls Response under Axial Compression Using 2D Particle Modelling." Buildings 12, no. 8 (2022): 1283. http://dx.doi.org/10.3390/buildings12081283.

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To predict the structural behaviour of ancient stone masonry walls is still a challenging task due to their strong heterogeneity. A rubble-stone masonry modeling methodology using a 2D particle model (2D-PM), based on the discrete element method is proposed given its ability to predict crack propagation by taking directly into account the material structure at the grain scale. Rubble-stone (ancient) masonry walls tested experimentally under uniaxial compression loading conditions are numerically evaluated. The stone masonry numerical models are generated from a close mapping process of the sto
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Zasukhin, Ilya, and Sergey Bokarev. "Determining strength of rubble masonry of bridges’ supports being in operation." MATEC Web of Conferences 216 (2018): 01010. http://dx.doi.org/10.1051/matecconf/201821601010.

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The purpose of this article is to create a methodology for determining the design strength of rubble masonry of bridge supports meeting the modern safety requirements for transport structures. The article contains data on the use of the rubble masonry in solid supports of railway bridges. Development of methodology of determining the permissible stresses on the rubble masonry, and the practice of applying the design strength of the rubble masonry in regulatory documents are considered. Analysis of the research works is carried out, according to which the design strength of the rubble masonry o
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Zhong, Ming Fang. "Research on Traditional Stone Buildings in West Hunan Rural Areas." Advanced Materials Research 450-451 (January 2012): 218–22. http://dx.doi.org/10.4028/www.scientific.net/amr.450-451.218.

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Stone buildings have long history in west Hunan, stone is one of the most important building material that has been widely used in traditional building, village and town constructions especially in rural mountainous minority areas where rock resource is abundant. Stone is natural and compatible with the environment. Buildings built with local natural stone material in west Hunan minority areas are worth studying considering sustainable development and culture protection. Stone slab masonry in the south with grey limestone slabs and rubble masonry in the north with brown rubbles are two differe
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Elmenshawi, Abdelsamie, Mohamed Sorour, Aftab Mufti, Leslie G. Jaeger, and Nigel Shrive. "In-plane seismic behaviour of historic stone masonry." Canadian Journal of Civil Engineering 37, no. 3 (2010): 465–76. http://dx.doi.org/10.1139/l09-166.

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Since the advent of the latest National building code of Canada, the level of intervention required to meet seismic requirements for the rehabilitation of heritage buildings has increased significantly. An example of this type of project is the rehabilitation of the West Block on Parliament Hill in Ottawa. Eight walls representative of the stone masonry in the West Block building were constructed, some with different rehabilitation schemes, and tested to investigate their in-plane seismic behaviour. The walls were double wythes of sandstone and limestone connected by a rubble core. The walls w
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Angiolilli, Michele, and Amedeo Gregori. "Triplet Test on Rubble Stone Masonry: Numerical Assessment of the Shear Mechanical Parameters." Buildings 10, no. 3 (2020): 49. http://dx.doi.org/10.3390/buildings10030049.

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Rubble stone masonry walls are widely diffused in most of the cultural and architectural heritage of historical cities. The mechanical response of such material is rather complicated to predict due to its composite nature. Vertical compression tests, diagonal compression tests, and shear-compression tests are usually adopted to investigate experimentally the mechanical properties of stone masonries. However, further tests are needed for the safety assessment of these ancient structures. Since the relation between normal and shear stresses plays a major role in the shear behavior of masonry joi
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Elmenshawi, Abdelsamie, Mohamed Sorour, Don Duchesne, et al. "On the Dynamic Behaviour of Strengthened Stone Masonry Walls." Advanced Materials Research 133-134 (October 2010): 671–76. http://dx.doi.org/10.4028/www.scientific.net/amr.133-134.671.

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Unreinforced stone masonry is common in heritage structures worldwide. Unfortunately, these structures are susceptible to failure or severe damage when subject to dynamic or seismic loading. Conservation of historic structures is a challenge as the heritage and cultural values need to be preserved while the advent of new seismic codes may require major strengthening to be implemented. The new seismic codes demand high seismic strength and ductility for such structures, whereas neither the strength nor the ductility of an existing stone masonry building can be quantified easily. The Parliament
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Ferreira Pinto, A. P., B. Sena da Fonseca, and D. Vaz Silva. "Mechanical characterization of historical rubble stone masonry and its correlation with the masonry quality assessment." Construction and Building Materials 281 (April 2021): 122168. http://dx.doi.org/10.1016/j.conbuildmat.2020.122168.

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Milosevic, Jelena, António Sousa Gago, Mário Lopes, and Rita Bento. "Experimental assessment of shear strength parameters on rubble stone masonry specimens." Construction and Building Materials 47 (October 2013): 1372–80. http://dx.doi.org/10.1016/j.conbuildmat.2013.06.036.

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Wang, Ming, Kai Liu, Hongfei Lu, et al. "In-plane cyclic tests of seismic retrofits of rubble-stone masonry walls." Bulletin of Earthquake Engineering 16, no. 5 (2017): 1941–59. http://dx.doi.org/10.1007/s10518-017-0262-z.

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Dissertations / Theses on the topic "Rubble stone masonry"

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Naeem, Qazi Sulaiman. "Finite element modelling and response spectrum snalysis of Rubble-Stone Masonry Buildings." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2021. http://amslaurea.unibo.it/23767/.

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Finite element modelling is an efficient tool for the performance assessment of masonry structures. In particular, it facilitates the accurate prediction of the seismic response of a structure to earthquakes using dynamic analysis procedures. Numerical models using response spectrum analysis based on modal analysis allow to predict realistic failure modes observed after preceding seismic events with reasonable computational effort, a characteristic which is suitable for engineering practice. This thesis deals with modelling as a finite element model and analyse using response spectrum analysis
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Vorfolomeyeva, Yuliya. "Nonlinear static analysis of rubble-stone masonry buildings performed with equivalent frame method." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2021.

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Nonlinear static analysis is an efficient tool for performance assessment of masonry structures. In particular, it facilitates the accurate prediction of seismic response of a structure to earthquakes. Numerical models based on Equivalent Frame Method allow to predict realistic failure modes observed after preceding seismic events with reasonable computational effort, a characteristic which is suitable for engineering practice. This thesis deals with nonlinear incremental static (pushover) analysis of masonry buildings and the subsequent discussion of the obtained results. TreMuri software is
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Carabbio, Raffaele. "Semi-engineered earthquake-resistant structures: one-storey buildings made with Bhatar construction technique." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2017. http://amslaurea.unibo.it/12584/.

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After the 2005 M7.6 Kashmir earthquake (Pakistan), field observations reported that several buildings manufactured with traditional techniques well resisted to this strong seismic event. Nonetheless, these techniques have never been deeply studied from a structural engineering point of view yet. This thesis reports a full analytical study on the static and seismic behavior of simple one-storey buildings made with a typical construction technique commonly named as “Bhatar” system, used for several centuries and widely diffused in rather remote areas of the Himalayan regions like India, Nepal
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Tran, Van Huong. "Optimisations mécaniques des constructions en matériaux locaux." Electronic Thesis or Diss., Vaulx-en-Velin, École nationale des travaux publics de l’État, 2014. http://www.theses.fr/2014ENTP0014.

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Les matériaux locaux utilisés en génie civil se définissent comme présents directement sur les sites de construction ou lieux proches. Parmi ces matériaux, nous avons étudié la terre crue, la limousinerie (maçonnerie de pierre associée au mortier de terre de chaux maigre) et le béton de poudingue (un béton maigre à base de granulat de poudingue). L’objectif général de cette thèse est de faciliter l’utilisation des constructions durables en matériaux locaux. Les études à l’échelle du matériau et à l’échelle de la structure ont été effectuées sur ce type de construction. À l’échelle du matériau,
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Book chapters on the topic "Rubble stone masonry"

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Ponte, Maria Madalena, Jelena Milosevic, and Rita Bento. "Nonlinear Parametric Static Analysis of Rubble Stone Masonry Walls in Lisbon." In RILEM Bookseries. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-319-99441-3_110.

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Gupta, Hina, Debdutta Ghosh, and Achal K. Mittal. "Seismic Performance of a Heritage Rubble Stone Masonry Building—A Case Study." In Lecture Notes in Civil Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0365-4_27.

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Candela, M., A. Borri, M. Corradi, and L. Righetti. "Effect of transversal steel connectors on the behavior of rubble stone-masonry walls: Two case studies in Italy." In Brick and Block Masonry. CRC Press, 2016. http://dx.doi.org/10.1201/b21889-252.

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deBuys, William. "Sand Canyon: Vanishing Acts." In A Great Aridness. Oxford University Press, 2011. http://dx.doi.org/10.1093/oso/9780199778928.003.0008.

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In the southwest the specter of climate change invites a long look into the deep past. For anyone who hunts for insights about the nature of the region and the trick of making peace with its aridity, the ubiquitous signs of vanished communities beckon irresistibly—in the ruins of Chaco Canyon, the empty cliff dwellings of Mesa Verde, and the mounded rubble of abandoned villages scattered near and far. The “lessons” they offer, however, are not always as clear as we would like them to be. Cautionary tales about the truths and errors of distant centuries can be easy to spin but surprisingly hard to reconcile to the complexity of the archaeological record, which is never static. As with any domain of science, the story told by the archaeology of the Southwest is always emerging, always gaining in heft and detail. When I went looking for someone who could help me read it, the trail I took led to the head of a rugged canyon, choked with piñon and juniper, in the far southwest of Colorado. “There’s a kiva, there’s a kiva, there’s a kiva,” says archaeologist Mark Varien, who is vice president of programs at the Crow Canyon Archaeological Center, outside Cortez. He points in succession to three circular depressions amid the rubble, signatures of the remains of subterranean rooms that once housed much of the life of the pueblo. Rough blocks of sandstone outline the space the kivas occupied, their roofs having long ago caved in. Wind has filled their cavities with the dust and litter of centuries. Now they bloom with cliff rose and sagebrush. We stand just behind the kivas on a mound of half-buried building stones, which are canted at every angle—the remains of masonry rooms. To either side lie the mounds of more room blocks, their rear walls forming the perimeter of the pueblo, and the pueblo itself wrapping around the cleft of a rocky draw. The draw leads south and widens into Sand Canyon, a dry tributary of McElmo Creek, which flows west out of Colorado and joins the San Juan River not far away in Utah.
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Conference papers on the topic "Rubble stone masonry"

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Isfeld, Andrea, and Nigel Shrive. "Finite element modelling of contact in rubble stone masonry." In 2013 Digital Heritage International Congress (DigitalHeritage). IEEE, 2013. http://dx.doi.org/10.1109/digitalheritage.2013.6743806.

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Autiero, F., G. De Martino, M. Di Ludovico, and A. Prota. "Axial Compression Tests on Rubble Stone Masonry Reproducing Opus Incertum of Ancient Pompeii." In 12th International Conference on Structural Analysis of Historical Constructions. CIMNE, 2021. http://dx.doi.org/10.23967/sahc.2021.039.

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Jiménez-Camino Álvarez, Rafael, Raúl González Gallero, Estrella Blanco Medrano, María Ángeles Ramos Martín, and Aurélie Simone Eïd. "Al-Bunayya, una ciudad fortificada benimerín en la costa norte del estrecho de Gibraltar (1282-1375)." In FORTMED2020 - Defensive Architecture of the Mediterranean. Universitat Politàcnica de València, 2020. http://dx.doi.org/10.4995/fortmed2020.2020.11360.

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Al-Bunayya, a fortified Marinid city on the northern coast of the strait of Gibraltar (1282-1375 AD)This article presents the results of the archaeological investigation carried out between 2017 and 2018 by Algeciras City Council in al-Bunayya (1282-1375), the only city founded by the Marinid dynasty in al-Andalus, after recent research revealed its true location. Until then, the site of the city had been attributed to another Islamic city in Algeciras: al-Ŷazīra al-jadrā’. The two cities existed alongside one another from the end of the Middle Ages, until they were destroyed by the Nasrids in
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Barone, Stefano, and Riccardo Vetturini. "SEISMIC RETROFIT OF STRATEGIC MASONRY STRUCTURES WITH BASE ISOLATION TECHNIQUE: THE CASE STUDY OF “GIACOMO MATTEOTTI” SCHOOL BUILDING IN GUBBIO, ITALY." In 2nd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2023. http://dx.doi.org/10.5592/co/2crocee.2023.31.

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Seismic retrofit of existing structures is an extremely important topic in the field of earthquake engineering. For strategic structures such as school and military buildings, bridges and infrastructures in general, the expected performance level is further raised compared to conventional structures to guarantee two fundamental targets: to resist the ultimate design seismic action corresponding to the life safety limit state and to guarantee immediate occupancy after an earthquake event. This means no damage to the structural elements as well as protection of internal equipment from excessive
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