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Gotowe bibliografie tematyczne / LOAD-RESISTING SYSTEM

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Artykuły w czasopismach

Gotowa bibliografia na temat „LOAD-RESISTING SYSTEM”

Autor: Grafiati

Data publikacji: 11 września 2023

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Artykuły w czasopismach na temat "LOAD-RESISTING SYSTEM"

1

Hashemi, Ashkan, Pouyan Zarnani, Reza Masoudnia, and Pierre Quenneville. "Seismic resilient lateral load resisting system for timber structures." Construction and Building Materials 149 (September 2017): 432–43. http://dx.doi.org/10.1016/j.conbuildmat.2017.05.112.

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2

Kumar N, Sharath. "Study on Dynamic analysis of Diagrid and Outrigger Structures Subjected to Seismic and Wind Load." International Journal for Research in Applied Science and Engineering Technology 9, no. VII (2021): 2813–28. http://dx.doi.org/10.22214/ijraset.2021.36975.

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A Comparative study of G+30 story regular, diagrid, outrigger structure is presented. A square shaped floor plan of 18 m × 18m size was considered. ETABS 2016 was used in modeling and analysis of structural members. All structural members were designed as per IS 456:2000, load combinations such as dead load, live load, earthquake and wind loads were considered for analysis and design of the structure. Later Regular, Diagrid and outrigger structural systems were compared; the key results like Base shear, story displacement and story drift are obtained. It is found that diagrid system is efficie

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3

Ria Mathews, Mobi, Jerin M. George, Binu M. Issac, and Deepa Davis. "A Study on the Seismic Performance of Hexagrid System with Different Patterns." Applied Mechanics and Materials 857 (November 2016): 30–35. http://dx.doi.org/10.4028/www.scientific.net/amm.857.30.

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Multi‐storied building construction is increasing rapidly throughout the world. Tall buildings more effectively utilize land compared to low rise building. As the height of building increases the importance of lateral load resisting system becomes more relevant than gravity load resisting structural system. Many structural systems are recently introduced to improve the structural performance of tall buildings. Hexagrid system is one among them. Hexagrid system consists of multiple hexagonal grids at the exterior perimeter of the building. It resists both lateral loads and gravity loads by axia

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4

Fruchter, Renate, Helmut Krawinkler, and Kincho H. Law. "Qualitative modeling and analysis of lateral load resistance in frames." Artificial Intelligence for Engineering Design, Analysis and Manufacturing 7, no. 4 (1993): 239–56. http://dx.doi.org/10.1017/s0890060400000342.

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This paper discusses a work in progress in the development of computer tools for qualitative modeling analysis and evaluation of conceptual structural designs. In the conceptual design stage the description of a structure is incomplete and imprecise, and does not permit the use of traditional numerical analysis tools. We describe a prototype system, QLRS, for qualitative evaluation of lateral load resistance in frames. The primary goal of the evaluation of structural response is to identify undesirable structural behavior. In QLRS, the evaluation process consists of three basic tasks. (1) iden

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5

Kiani, Yasaman Memarzadeh, Seyed Hossein Hosseini Lavassani, and Afshin Meshkat-Dini. "Seismic assessment of nature-inspired hexagrid lateral load-resisting system." Earthquake Engineering and Engineering Vibration 20, no. 3 (2021): 661–72. http://dx.doi.org/10.1007/s11803-021-2045-4.

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6

Charleson, A. W. "Vertical lateral load resisting elements for low to medium rise buildings." Bulletin of the New Zealand Society for Earthquake Engineering 26, no. 3 (1993): 356–66. http://dx.doi.org/10.5459/bnzsee.26.3.356-366.

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This paper describes the development of a computer program for architects to provide guidance on wind and earthquake vertical lateral load resisting structure. The program, akin to an expert system, is suitable for designing low to medium-rise buildings in New Zealand at a preliminary design stage. Examples of design guides, providing more general lateral load resisting structural information for commonly used structural systems and materials, appropriate to a preliminary design stage, are also presented. Application of the program to the seismic design of a four storey reinforced concrete bui

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7

Pokharel, Tilak, Helen Goldsworthy, and Emad Gad. "Low Damage Moment Resisting Connection Using Blind Bolts." Key Engineering Materials 763 (February 2018): 189–96. http://dx.doi.org/10.4028/www.scientific.net/kem.763.189.

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Concrete Filled Steel Tubes (CFSTs) are being used as columns in moment resisting frames in many parts of the world. Because of their aesthetic appearance, favourable ductility and large load bearing capacity, they are popular with architects and engineers. The use of CFSTs is limited in some countries (like Australia) due to the problems and cost associated with the connection of steel beams to the closed column section, unlike open H-shaped columns where ordinary structural bolts can be used. In this paper, a structural system is proposed which uses moment resisting frames as the lateral loa

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8

Jaiswal, Rishav, and Ankit Mahajan. "Comparative analysis of building with shear wall & diagrid structure." IOP Conference Series: Earth and Environmental Science 1110, no. 1 (2023): 012033. http://dx.doi.org/10.1088/1755-1315/1110/1/012033.

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Abstract The rapid growth of urban population, the lack of spaces in the cities and the high cost of land have already forced the developers to focus on the high-rise buildings. As the height of the building increases, the lateral load resistant system become more important than gravity load resistant system. That’s why it is important to define lateral load resistant system in high rise buildings. So the lateral load resistant systems such as shear wall and diagrid are introduced since they are better in terms of cost, aesthetic and performance. However, the diagrid structural system has beco

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9

Altouhami, Rasheed, David Yeoh, Lovein Soon Hong, Hassan Ali, and Ashraf Radwan. "The Affectivity of Various Wind Condition and Shear Wall Opening in Multi-Story Building on Displacement by Changing Shear Wall Location and its Configuration." Advanced Engineering Forum 30 (November 2018): 71–79. http://dx.doi.org/10.4028/www.scientific.net/aef.30.71.

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Shear wall system is used as one of the most lateral load resisting systems in mulit-story building. Shear wall is quite effective in resisting wind and seismic load in medium-rise and high-rise building. Shear wall provided high stiffness and strength, which can be used to resist large lateral as well as vertical load, making the performance of the building beneficial in various wind load conditions. This study has been focused on the displacement of the different lateral load resisting system for high-rise buildings under various wind load conditions. In this paper, a study was carried out b

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10

Tumialan, J. Gustavo, Stan W. Zagajeski, Nestore Galati, and Matthew R. Sherman. "Evaluation of the Lateral Load-Resisting System of a Stadium Structure." Journal of Performance of Constructed Facilities 26, no. 4 (2012): 364–70. http://dx.doi.org/10.1061/(asce)cf.1943-5509.0000217.

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