Relevant bibliographies by topics / Contemporary Bearing Wall

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Academic literature on the topic 'Contemporary Bearing Wall'

Author: Grafiati
Published: 28 July 2024
Last updated: 31 July 2025

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Journal articles on the topic "Contemporary Bearing Wall"

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Jamaludin, Amril Hadri, Noorsuhada Md Nor, Amir Khomeiny Ruslan, et al. "Structural Performance Evaluation of Cross Dapped Connection for Vertical Wall to Wall Connection of Precast Wall Panel." Jurnal Kejuruteraan 36, no. 1 (2024): 307–15. http://dx.doi.org/10.17576/jkukm-2024-36(1)-28.

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In the context of Industrialised Building Systems (IBS), precast concrete buildings are composed of multiple structural members that are interconnected through different techniques. The adoption of precast concrete wall panels has gained significant traction in contemporary construction methodologies. Nevertheless, the utilization of dapped connections specifically designed for non-load bearing applications in precast walls incorporating recycled concrete aggregate (RCA) remains largely unexplored and limited in practice. This research proposes a new wall-to-wall connection for precast wall pa
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Vojtekova, Eva. "Load Bearing Structures of Glass Single-Storey Buildings." Applied Mechanics and Materials 820 (January 2016): 39–44. http://dx.doi.org/10.4028/www.scientific.net/amm.820.39.

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Since the period of application curtain wall on skeleton buildings, small single–storey buildings are the great topic for architects. By various means architects have effort to create an impression of floating roof structure, or an illusion of levitating roof over the country. The effect of transparent space, overlapping interior and exterior, is possible to achieve by use of various structural schemes and materials of support structure. Nowadays single-storey transparent buildings are regarded as a phenomenon, which presents progress in architecture from the point of dematerialization of supp
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Pushkar, Svetlana, Ido Halperin, and Yuri Ribakov. "Life-Cycle Assessment of Contemporary and Classical Seismic Retrofitting Approaches Applied to a Reinforced Concrete Building in Israel." Buildings 12, no. 11 (2022): 1854. http://dx.doi.org/10.3390/buildings12111854.

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This study aims to select an eco-friendly earthquake-resistant design using life-cycle assessments (LCAs). The study compares LCAs of three retrofitting cases: concrete shear-wall strengthening (Case 1); reinforced concrete column jacketing with shear-wall strengthening (Case 2); and high-damping rubber bearing base isolation with viscous fluid damping devices (Case 3). These cases were applied to a five-story reinforced concrete building built according to the design principles widely used in Israel in the 1970s. The seismic-bearing capacity of the retrofitted building was improved in all thr
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Tang, Yongjing. "Lap Length of Steel Bars Between Novel Prefabricated Wall and Foundation Floor Structures: Full-Scale Experiment." Advances in Engineering Technology Research 11, no. 1 (2024): 148. http://dx.doi.org/10.56028/aetr.11.1.148.2024.

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In the context of promoting environmentally friendly practices, prefabricated components are increasingly utilized in civil engineering design and construction. Prefabricated shear walls, in particular, have become prevalent in contemporary residential and office buildings. Following an economic analysis of the construction steps for prefabricated walls, Shanghai Hengxu Energy Conservation Company developed a novel type of prefabricated wall for use in building basements. This innovative wall consists of two thin plates joined by distributed tie pieces, with an internal steel bar cage position
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Cherif, Guergah, Baghdadi Mohamed, Dimia Mohamed Salah, Antonio Marcos de Oliveira Siqueira, and Júlio César Costa Campos. "Assessing Delayed Collapse Risks in Load-Bearing Reinforced Concrete Walls Exposed to Parametric Fires: A Numerical Investigation." Journal of Engineering and Exact Sciences 10, no. 8 (2024): 19442. http://dx.doi.org/10.18540/jcecvl10iss8pp19442.

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This study delves into the thermo-mechanical analysis of structures exposed to fire, focusing on the evolution of gas temperatures, thermal distribution in structural members, and mechanical behavior during fire scenarios. Traditional prescriptive approaches assume a monotonically increasing temperature, while contemporary performance-based designs incorporate both heating and cooling phases for a more realistic fire resistance assessment. The critical aspect of this research is the modeling of the fire's cooling phase, which, though not commonly practiced in design offices, is essential for e
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Shabarinath, Ega, and Mr MD Parvez Affani. "Shear Wall Analysis and Design Optimization in Instance of High-Rise Buildings using ETABS." International Journal for Research in Applied Science and Engineering Technology 11, no. 4 (2023): 3237–41. http://dx.doi.org/10.22214/ijraset.2023.50845.

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Abstract: Today’s tall buildings are becoming more and more slender, leading to the possibility of more sway in comparison with earlier high-rise buildings. improving the structural systems of tall buildings can control their dynamic response. With more appropriate structural forms such as shear walls and tube structures and improved material properties. The general design concept of the contemporary bearing wall building system depends upon the combined structural action of the floor and roof systems with the walls. The floor system carries vertical loads and, acting as a diaphragm, lateral l
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Mérai, Dóra. "Memories Carved in the Wall : A 16th-Century Type of Funerary Monuments in Transylvania." Hungarian Archaeology 10, no. 1 (2021): 41–49. http://dx.doi.org/10.36338/ha.2021.1.3.

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Graves for the deceased were usually cut into the floor of churches, created in churchyard cemeteries or in the newly established public cemeteries in Transylvania in the sixteenth century. Not all graves were marked with stone funerary monuments. Wooden memorials were presumably widespread, but no contemporary sources inform about these. Grave markers from the cemeteries are simple or coped headstones and coffin-shape stones, preserved for example in Cluj (Kolozsvár) and Târgu Mureş (Marosvásárhely). These gravestones display commemorative inscriptions and simple imagery. A funerary inscripti
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Steen, Bo. "Mellemtoft Øst – En tidlig middelalderlig landbebyggelse nær Tvis Kloster." Kuml 51, no. 51 (2002): 267–83. http://dx.doi.org/10.7146/kuml.v51i51.102999.

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Mellemtoft ØstAn early medieval rural settlement near Tvis KlosterIn 1999, Holstebro Museum in vestigated a rural settlement from the Middle Ages in Mejrup parish three kilometers east of Holstebro (fig. 1-2). During the investigation, a system of squares and ditches taking up an area of 6000 square meters were unearthed.The medieval structures comprises a road track running north-south between two parallel croft ditches,and east of this, three longhouses, a pen, and five Dutch barns. Moreover, a Bronze Age house site and a few pits and postholes from the Neolithic Age and Bronze Age were unco
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Pelly, Ralph. "Renovation not demolition: a case study of saving carbon on a private residence." Structural Engineer 101, no. 2 (2023): 32–37. http://dx.doi.org/10.56330/fiyn2454.

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This article describes a residential project to create a spacious, contemporary family home on the site of a 1960s building, following an early decision to renovate the existing structure, retaining as much of the fabric as possible. The design approach aimed to simplify the form of the building while also improving its thermal performance and airtightness. Existing masonry walls were retained on the front and side elevations, while internal walls were removed to create open-plan living spaces, requiring a steel sway frame to be installed. A new, almost fully glazed rear elevation was created,
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Maskell, Daniel, Andrew Heath, and Pete Walker. "Geopolymer Stabilisation of Unfired Earth Masonry Units." Key Engineering Materials 600 (March 2014): 175–85. http://dx.doi.org/10.4028/www.scientific.net/kem.600.175.

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Contemporary domestic structures typically use masonry units that are approximately 100mm thick. There is interest in using commercial methods of manufacture to produce earthen bricks that have a similar form factor to conventional masonry The large scale adoption of thin walled unfired earth masonry is dependent on its suitability for use in a load bearing application. High moisture content leading to full saturation, for example as a result of flooding, is a concern for unstablised earth construction, especially as wall thickness reduces. The greatest barrier for earth masonry adoption is th
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Book chapters on the topic "Contemporary Bearing Wall"

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Çavdar, Ayʂe. "Never Walk Alone: The Politics Of Unveiling In ‘New Turkey’." In The Politics of Culture in Contemporary Turkey, edited by Pierre Hecker, Ivo Furman, and Kaya Akyıldız. Edinburgh University Press, 2021. http://dx.doi.org/10.3366/edinburgh/9781474490283.003.0009.

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As the madness of the #10yearschallenge neared its peak, a group of women in Turkey shared photos of themselves with and without the Islamic headscarf. They declared their decision to abandon it and briefly expressed their feelings about this choice. Their statements were apparently formulated with great care, bearing little resemblance to the usual anti-Islamic, anti-headscarf sentiment. They revealed that they had worn headscarves as a result of encouragement or pressure from their families or schools. Consequently, they considered their abandonment of the headscarf to be a matter of emancip
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Conference papers on the topic "Contemporary Bearing Wall"

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Choiri, Mahfudh, and Hayu Annisa. "Design of Earthquake Resistant Building by Using Shear Wall and High Damping Rubber Bearing Base Isolator." In Proceedings of the 1st International Conference on Contemporary Risk Studies, ICONIC-RS 2022, 31 March-1 April 2022, South Jakarta, DKI Jakarta, Indonesia. EAI, 2022. http://dx.doi.org/10.4108/eai.31-3-2022.2320665.

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Harpster, Michael, and Sarah Karle. "Teaching Timber Across the Curriculum: A Two-Studio Sequence on Mass Timber." In 112th ACSA Annual Meeting. ACSA Press, 2024. http://dx.doi.org/10.35483/acsa.am.112.61.

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Contemporary discourse around mass timber tends to focus on the material’s ecological, formal, or technical significance and not on the unique role the material might play within an academic design studio. As mass timber continues to gain prominence within the built environment and within academic design studios, educators must develop a critical understanding of mass timber that extends beyond its sustainability and that considers the material’s role within design pedagogy and architectural education. This paper outlines a two-semester sequence of undergraduate design studios that attempts to
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Peigneux, Christophe, and Vincent Servais. "Footbridge Nelson Mandela in Béziers: a contemporary slender arch bridge in UHPFRC." In IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.1189.

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<p>This paper presents an innovative footbridge consisting in an arch in UHPFRC with filling in expanded clay grains crushed and spandrel walls in gabion. The analysis of Béziers’ architectural heritage leads to propose an innovative design concept: build a bridge without any dilatation joint and bearing, resort to a millenary technology but adapt it to a contemporary material, the Ultra-High- Performance Fibre-Reinforced Concrete (UHPFRC). The repetitive use of similar elements in the arch allows minimising the incidence of formwork complexity and consequently, allows respecting the max
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Peigneux, Christophe, and Vincent Servais. "Footbridge Nelson Mandela in Béziers: a contemporary slender arch bridge in UHPFRC." In IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.1189.

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<p>This paper presents an innovative footbridge consisting in an arch in UHPFRC with filling in expanded clay grains crushed and spandrel walls in gabion. The analysis of Béziers’ architectural heritage leads to propose an innovative design concept: build a bridge without any dilatation joint and bearing, resort to a millenary technology but adapt it to a contemporary material, the Ultra-High- Performance Fibre-Reinforced Concrete (UHPFRC). The repetitive use of similar elements in the arch allows minimising the incidence of formwork complexity and consequently, allows respecting the max
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Jebens-zirkel imm, Petra, and Alfred Johann Zirkel Zirkel. "Casa Nautilus Solar – Organic contemporary Architecture based on Vernacular Heritage." In HERITAGE2022 International Conference on Vernacular Heritage: Culture, People and Sustainability. Universitat Politècnica de València, 2022. http://dx.doi.org/10.4995/heritage2022.2022.14420.

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The common ground between vernacular architecture and contemporary ecological organic architecture (Ecohabitar, 2011pp21) emerges from regional activity adapted to local climate while using natural materials from the surrounding area. A healthy environment is created through the principles of Habitat Biology, which is based on the empirical wisdom of past generations. These actions were, and still are, highly sustainable and regenerative through a “closed circuit” of resources without any damage to the ecosystem. We propose a family home with building biology criteria and bio-climatic design,
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Hrasnica, Mustafa, Amina Karavelić-Hadžimejlić, Senad Medić, and Jelena Medić. "SEISMIC EVALUATION OF THE HIGH-RISE RESIDENTIAL BUILDING WITH STRUCTURAL WALLS FROM THE LATE 60’S." In 3rd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2025. https://doi.org/10.5592/co/3crocee.2025.107.

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Extensive construction of buildings with structural system made of reinforced concrete walls had been started in the early 60s of the last century, as a continuation of the rebuild of Europe after the World War II. This was especially true in the Western Balkan region. In some way these buildings replaced multistorey masonry buildings, enabled significantly higher number of floors and a larger number of apartments. A specific construction technology with the so-called tunnel formwork was applied, which enabled rapid construction progress in terms of the height of the building. Seismic resistan
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Rrudhani, Guxim, and Josif Josifovski. "THERMO-MECHANICAL BEHAVIOR AND STRUCTURAL DESIGN OF GEOTHERMALLY ACTIVE PILES." In 3rd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2025. https://doi.org/10.5592/co/3crocee.2025.63.

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Contemporary living and the need for renewable energy sources demand innovative “green” technologies that offer structural improvement and simultaneously provide more economical and long-term cost-friendly solutions. In geotechnical engineering, shallow thermo-active geo-structures look like one of the most promising concepts. Thermo-active geo-structures may include base slabs, piles, retaining walls, and supporting elements for tunnels, such as linings and anchors, which besides the mechanical (bearing) function have a thermal function working as heat exchanger systems. In most cases, these
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