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Journal articles on the topic 'Superimposed dead load'

Author: Grafiati
Published: 3 June 2025
Last updated: 20 July 2025

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1

Bartlett, F. M., H. P. Hong, and W. Zhou. "Load factor calibration for the proposed 2005 edition of the National Building Code of Canada: Companion-action load combinations." Canadian Journal of Civil Engineering 30, no. 2 (2003): 440–48. http://dx.doi.org/10.1139/l02-086.

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The 2005 edition of the National Building Code of Canada (NBCC) will adopt a companion-action format for load combinations and specify wind and snow loads based on their 50 year return period values. This paper presents the calibration of these factors, based on statistics for dead load, live load due to use and occupancy, snow load, and wind load, which are summarized in a companion paper. A target reliability index of approximately 3 for a design life of 50 years was adopted for consistency with the 1995 NBCC. The load combinations and load factors for strength and stability checks recommend
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2

Dalal, Samir. "Effect of Circular, Square and Rectangular Column in Building." International Journal for Research in Applied Science and Engineering Technology 9, no. VII (2021): 2246–56. http://dx.doi.org/10.22214/ijraset.2021.36649.

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While designing any structural building, the only distress of the designer is the stability of the building and its performance under internal and external forces & Loads. These forces & loads mostly comprise of dead load of the structure, superimposed load, snow load, or some other loads due earthquake, wind etc. Increase in height more force will be generated in taller building. So, for repelling developed forces, high strength members of the structure are required. Column, being the vertical member, is the most important member in a structure as it transfers the whole loads & fo
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3

Gajdoš, Ľ., M. Šperl, Z. Slížková, and M. Drdlová. "The effect of the backfill on the integrity of a buried pipeline upon heavy-duty vehicle crossings." Journal of Physics: Conference Series 2568, no. 1 (2023): 012002. http://dx.doi.org/10.1088/1742-6596/2568/1/012002.

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Abstract The aim of this work was to determine stresses in the wall of a buried empty gas pipeline caused by the weight of backfill as well as by heavy-duty vehicles crossing the pipeline, and, on their basis to assess the applicability of protective sleeves. A buried pipeline with zero internal pressure of transported medium (empty pipeline) differs from an unburied pipeline by the vertical load due to the weight of the backfill which causes an ovalness of the circular cross section of the pipeline. This leads to the rise of through-wall bending stresses with the tensile stress at the outside
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4

Simatupang, Frans Okto, Ruddy Kurniawan, and Sabril Haris. "Analisis Struktur Beton Bertulang Tahan Gempa Untuk Berbagai Variasi Tinggi Bangunan." Jurnal Talenta Sipil 6, no. 2 (2023): 413. http://dx.doi.org/10.33087/talentasipil.v6i2.350.

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Indonesia is a country prone to earthquakes because it is located at the confluence of the Pacific and Trans-Asiatic Circum. Padang is included in the 5-6 earthquake area (KDS E & F), which is an area that has the potential for an earthquake accompanied by the possibility of a tsunami., comfortable and safe against the dangers of an earthquake or tsunami. The most influential factor in the planning of high-rise building structures is the strength of the building structure itself, where this factor is closely related to the safety and resilience of the building in holding and accommodating
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Behrendt, Peter, Yann Ladner, Martin James Stoddart та ін. "Articular Joint-Simulating Mechanical Load Activates Endogenous TGF-β in a Highly Cellularized Bioadhesive Hydrogel for Cartilage Repair". American Journal of Sports Medicine 48, № 1 (2019): 210–21. http://dx.doi.org/10.1177/0363546519887909.

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Background: The treatment of osteochondral defects (OCDs) constitutes a major problem for orthopaedic surgeons. The altered mechanics and the cell types, with associated soluble factors derived from the exposed subchondral bone, are likely responsible for the mechanically and structurally inferior articular cartilage subsequently obtained as a repair tissue. There is therefore an unmet clinical need for bioresponsive biomaterials that allow cell delivery, reduce cell infiltration from the bone marrow, and support chondrogenesis in the presence of joint mechanical loading. Purpose: To develop a
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6

Mentari, Sekar, and Rosi Nursani. "Analysis of Effective Location of Shear Wall for High Rise Building with U – Configuration." Jurnal Teknik Sipil dan Perencanaan 23, no. 2 (2021): 167–76. http://dx.doi.org/10.15294/jtsp.v23i2.32009.

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Indonesia is one of the countries that is prone to earthquakes. In addition to the dead loads, superimposed dead loads, and live loads, the design of buildings in Indonesia must be concerned with earthquake loads. Installing shear walls in the building structure as the Special Moment Frame Dual System is one of a solution to withstand earthquake loads. However, the location of shear walls must be considered, especially in buildings with horizontal irregularities. This study aims to determine the optimum location of the shear walls in a 10-storey building that has U-configuration with dynamic e
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7

Kassem, Abdelraouf Tawfik. "Buckling of Radially Loaded Concrete Cylinders in Fire Condition." Civil Engineering Journal 5, no. 6 (2019): 1214–26. http://dx.doi.org/10.28991/cej-2019-03091326.

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Concrete cylinders are commonly used in water treatment and sewerage plants, in the form of wells or basins. They are mainly subjected to axial compression resulting from soil lateral pressure and aqueous hydrostatic pressure, in case of the presence of a groundwater table; that is why they are mostly designed in the form of a circular hollow section. Concrete cylinders face a complicated case of loading in fire condition, as a result of material degradation in addition to thermally induced stresses. This paper studies buckling stability of that case where, a concrete cylinder is subjected to
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8

Manisha, P., G. Harish, Raj Ch Gowtham, and K. N. V. Chandrasekhar. "Static and vibration analysis of reinforced cement concrete cellular beams: A three-dimensional study." i-manager's Journal on Structural Engineering 12, no. 3 (2023): 22. http://dx.doi.org/10.26634/jste.12.3.20518.

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This paper presents an analysis of Reinforced Cement Concrete (RCC) cellular beams, focusing on both static and dynamic aspects. The study investigates the behavior of RCC cellular beams under varying loads, including dead weight, superimposed loads, and environmental factors like wind. It addresses the essential characteristics of dynamic problems compared to static loading scenarios, emphasizing the influence of time-varying loads on structural response. The research methodology involves the design and analysis of a simply supported RCC beam with circular openings, utilizing advanced computa
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Zulshaec, Yongga, Herwani Herwani, and Muhammad Yusuf. "DESIGN OF REINFORCED CONCRETE STRUCTURE WITH ORDINARY MOMENT FRAME IN LOW SEISMIC REGION (CASE STUDY: MIDRISE SHOPPING BUILDING IN SINGKAWANG CITY)." Jurnal Teknik Sipil 24, no. 1 (2024): 721. http://dx.doi.org/10.26418/jts.v24i1.75755.

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This paper focuses on the design of a reinforced concrete structure for an eight-story shopping building in Singkawang City, located in a low to moderate seismic area. The study integrates relevant design considerations in response to the region's seismic conditions. Through structural analysis, the building is categorized as seismic design category B due to moderate seismic risk, leading to the selection of an ordinary moment-resisting frame system compliant with SNI 1726:2019. Emphasis is placed on the importance of using such a system to enhance ductility and prevent brittleness during eart
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10

Schroepfer, Dirk, Kai Treutler, Andreas Boerner, et al. "Surface finishing of hard-to-machine cladding alloys for highly stressed components." International Journal of Advanced Manufacturing Technology 114, no. 5-6 (2021): 1427–42. http://dx.doi.org/10.1007/s00170-021-06815-y.

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AbstractThe supply and processing of materials for highly stressed components are usually cost-intensive. Efforts to achieve cost and resource efficiency lead to more complex structures and contours. Additive manufacturing steps for component repair and production offer significant economic advantages. Machining needs to be coordinated with additive manufacturing steps in a complementary way to produce functional surfaces suitable for the demands. Regarding inhomogeneity and anisotropy of the microstructure and properties as well as production-related stresses, a great deal of knowledge is sti
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11

H., Alnajajra, Touqan A., and Dwaikat M. "The Effect of Reducing Superimposed Dead Load on the Lateral Seismic Deformations of Structures." International Journal of Architectural, Civil and Construction Sciences 10.0, no. 11 (2018). https://doi.org/10.5281/zenodo.1315573.

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The vast majority of the Middle East countries are prone to earthquakes. Despite that and from a seismic hazard point of view, the higher values of the superimposed dead load intensity of partitions and wearing materials of the constructed reinforced concrete slabs in these countries can increase the earthquake vulnerability of the structures. The primary objective of this paper is to investigate the effect of reducing superimposed dead load on the lateral seismic deformations of structures, the inter-story drifts and the seismic pounding damages. The study utilizes a group of three reinforced
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12

"An Autodesk Modeling of Urbanization by Vertical Multistoried Structures over Incompetent Soils." International Journal of Engineering and Advanced Technology 9, no. 1 (2019): 3332–42. http://dx.doi.org/10.35940/ijeat.a1495.109119.

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The vertical growth of multi storied buildings has become requisite considering limitations on housing area and upsurge in population growth. Cities with population density >10000 person/Km2may go for high rise buildings. Multiple cases of foundation failure have been observed around the globe due to incompetent soil, weak foundation, poor building materials, faulty workmanship, excess superimposed loading, want of geotechnical investigations, and failure analysis. The analysis and design of multistoried buildings [minimum G +3]is of demand in urban and economically sound areas. The STAAD.
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13

Helowicz, Andrzej. "Modelling of foundation stiffness beneath intermediate support of 178 m long integral viaduct." Archives of Civil Engineering, June 18, 2024, 343–55. http://dx.doi.org/10.24425/ace.2024.149867.

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The paper presents three methods of modelling of foundation stiffness beneath intermediate support of a 178 m long integral box girder viaduct and its impact on the values and distribution of displacements and internal forces in the pier of this support. The pier support is made of cast in situ reinforced concrete of strength class C50/60. For the analysis, three models were built in Abaqus FEA software. The first model A3D in Fig. 1 represents a complex three-dimensional model. The second L2D and the third H2D model shown in Fig. 2 represent simple two-dimensional models. The stiffness of the
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14

Franks, Rachel. "A Taste for Murder: The Curious Case of Crime Fiction." M/C Journal 17, no. 1 (2014). http://dx.doi.org/10.5204/mcj.770.

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Introduction Crime fiction is one of the world’s most popular genres. Indeed, it has been estimated that as many as one in every three new novels, published in English, is classified within the crime fiction category (Knight xi). These new entrants to the market are forced to jostle for space on bookstore and library shelves with reprints of classic crime novels; such works placed in, often fierce, competition against their contemporaries as well as many of their predecessors. Raymond Chandler, in his well-known essay The Simple Art of Murder, noted Ernest Hemingway’s observation that “the goo
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15

Stewart, Jon. "Oh Blessed Holy Caffeine Tree: Coffee in Popular Music." M/C Journal 15, no. 2 (2012). http://dx.doi.org/10.5204/mcj.462.

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Introduction This paper offers a survey of familiar popular music performers and songwriters who reference coffee in their work. It examines three areas of discourse: the psychoactive effects of caffeine, coffee and courtship rituals, and the politics of coffee consumption. I claim that coffee carries a cultural and musicological significance comparable to that of the chemical stimulants and consumer goods more readily associated with popular music. Songs about coffee may not be as potent as those featuring drugs and alcohol (Primack; Schapiro), or as common as those referencing commodities li
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