Relevant bibliographies by topics / Symmetric Multi-storey Buildings

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Academic literature on the topic 'Symmetric Multi-storey Buildings'

Author: Grafiati
Published: 4 June 2021
Last updated: 6 September 2023

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Journal articles on the topic "Symmetric Multi-storey Buildings"

1

Sivakumaran, K. S. "Seismic analysis of mono-symmetric multi-storey buildings including foundation interaction." Computers & Structures 36, no. 1 (1990): 99–107. http://dx.doi.org/10.1016/0045-7949(90)90179-6.

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Chandler, A. M., and G. L. Hutchinson. "A modified approach to earthquake resistant design of torsionally coupled buildings." Bulletin of the New Zealand Society for Earthquake Engineering 21, no. 2 (1988): 140–53. http://dx.doi.org/10.5459/bnzsee.21.2.140-153.

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All major building codes employ empirical procedures to account for modal coupling between the lateral and torsional responses of a structure. These procedures are implemented using expressions defining an equivalent static design torque. The provisions are based largely on the results of parametric investigations of the earthquake response of simple single-storey building models, which are found to be representative of regular multi-storey structures. This paper presents results obtained by the analysis of the time-history earth- quake response of a single storey mono-symmetric building model
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Mohamed, Osama Ahmed, and Mohamed Sherif Mehana. "Assessment of Accidental Torsion in Building Structures Using Static and Dynamic Analysis Procedures." Applied Sciences 10, no. 16 (2020): 5509. http://dx.doi.org/10.3390/app10165509.

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This article presents the findings of a study on assessment of the increase in building’s response due to accidental torsion when subjected to seismic forces. Critical stiffness and geometrical parameters that define buildings torsional response are examined including: (1) the ratio, Ω, between uncoupled torsional frequency ωθ to uncoupled translation frequencies in the direction of ground motion ωx or ωy, (2) floor plan aspect ratio, b/r, which is a function of the floor dimension and radius of gyration. The increased response is assessed on symmetric multi-storey buildings using both static
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Kewalramani, M. A., Z. I. Syed, M. S. Almustafa, and M. S. Hassouna. "Structural reliability and performance evaluation of symmetric and asymmetric multi-storey buildings subjected to lateral wind forces." IOP Conference Series: Materials Science and Engineering 575 (August 13, 2019): 012005. http://dx.doi.org/10.1088/1757-899x/575/1/012005.

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Okaba, Mark, and Turker Tuncer. "An automated location detection method in multi-storey buildings using environmental sound classification based on a new center symmetric nonlinear pattern: CS-LBlock-Pat." Automation in Construction 125 (May 2021): 103645. http://dx.doi.org/10.1016/j.autcon.2021.103645.

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YADAV, AASTHA, and DEEPTI HAZARI. "STATIC PUSHOVER ANALYSIS FOR REGULAR AND IRREGULAR STRUCTURES IN ALL ZONES." YMER Digital 21, no. 05 (2022): 1515–23. http://dx.doi.org/10.37896/ymer21.05/g5.

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In many earthquake-prone countries, structures may be suffers to various seismic loads in any stage of structures life. For this situation it is expected that the structures designed will show ductile behaviour under the various loads like vertical loads and lateral loads and also shows a stable behaviour without any major damage. Most of Indian lands behave insecure owing to the vibrations which are caused by the seismic effects. Also, it’s not possible to stop earthquake or vibrations on the structures but it may be controlled by some effective seismic techniques. Pushover analysis is a simp
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Kaur, Kamalroop, and Balwinder Singh. "Seismic Analysis of Symmetric and Asymmetric Structures with and without Shear wall using Etabs software." IOP Conference Series: Earth and Environmental Science 889, no. 1 (2021): 012043. http://dx.doi.org/10.1088/1755-1315/889/1/012043.

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Abstract Behavior of multistory structures during solid seismic tremor relies on the underlying configurations.Irregularities are not avoidable in development of structures in light of the fact that the space accessible for building the structures are restricted consequently the structure with irregularity is built up more, because of these abnormalities in the structure damages are more during earthquake.The effect of lateral load as wind/Earthquakes influences the performance of these constructions significantly. For the stability against seismic forces of multi-celebrated structure, there i
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WILLIAMS, F. W. "BUCKLING OF COLUMNS WITH INTERNAL SLIDE RELEASE: A RECENT ERRONEOUS CONCLUSION AND LESSONS FROM IT." International Journal of Structural Stability and Dynamics 03, no. 04 (2003): 585–92. http://dx.doi.org/10.1142/s0219455403001063.

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A recent paper derived equations which showed that the clamped–clamped and clamped–pinned buckling loads of columns with a transverse slider were invariant, with the values π2EI/L2 and π2EI/4L2, respectively, regardless of the position of the slider. It is shown that these results are both wrong, partly due to transverse force being confused with shear force. It is also shown that the basic equation used to obtain these erroneous results has a much simpler form than the one in the recent paper and that when used properly is a powerful tool for understanding and solving rapidly a range of buckl
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Lyublinskiy, Valery, and Vladislav Struchkov. "Torsion RC structures of asymmetric multistory buildings." E3S Web of Conferences 410 (2023): 02017. http://dx.doi.org/10.1051/e3sconf/202341002017.

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In multi-storey buildings that are asymmetrical in plan, an eccentricity occurs between the center of mass and the center of stiffness. Under the action of wind and seismic horizontal loads, torsion appears in the bearing system of the building. Torsion can also occur in nominally symmetrical buildings caused by uneven deformations of structural components. There are numerous analytical and experimental studies of the effect of torsion on bearing structures. It is required to assess the achievement of the ultimate states of reinforced concrete structures and shear bonds that create a spatial s
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Patel, Meet, Nirmal Mehta, and Arjun Butala. "Comparative Study of G+7 Storey Residential Building in Seismic Zone 5." International Journal for Research in Applied Science and Engineering Technology 10, no. 7 (2022): 1453–62. http://dx.doi.org/10.22214/ijraset.2022.45462.

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Abstract: The important objective of Structural engineers is to design and build a structure in such a way that damage to the structure and its structural component during the earthquake is minimize. This report aims towards the Seismic analysis of a multi- storey RCC building with symmetrical configuration. For the analysis purpose model of seven storey RCC with symmetrical floor plan is consider. Seismic Zone 5 is considering for this Research work. The analysis is carried by using Seismic Coefficient Method & Response Spectrum Analysis. Seismic Coefficient Method is a part of a Linear S
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Dissertations / Theses on the topic "Symmetric Multi-storey Buildings"

1

Srinivas, Bharatha. "A Study On Inelastic Response Of Multi-Storey Buildings To Near-field Ground Motions." Thesis, 2007. https://etd.iisc.ac.in/handle/2005/565.

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With the advancement in knowledge of inelastic response of structures, the design and construction practices of reinforced concrete buildings have been changing worldwide. Most of the codes are incorporating the near-fault factors and performance based designs in the seismic codes. However, further investigation is needed to identify the physical behaviour of multi-storey buildings to near-fault ground motions. At present, quantitative evaluation of response and its mitigation to near field ground motions is a popular topic in earthquake engineering field. The present study discusses the in
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2

Srinivas, Bharatha. "A Study On Inelastic Response Of Multi-Storey Buildings To Near-field Ground Motions." Thesis, 2007. http://hdl.handle.net/2005/565.

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With the advancement in knowledge of inelastic response of structures, the design and construction practices of reinforced concrete buildings have been changing worldwide. Most of the codes are incorporating the near-fault factors and performance based designs in the seismic codes. However, further investigation is needed to identify the physical behaviour of multi-storey buildings to near-fault ground motions. At present, quantitative evaluation of response and its mitigation to near field ground motions is a popular topic in earthquake engineering field. The present study discusses the ine
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