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

Author: Grafiati

Published: 4 June 2021

Last updated: 6 September 2023

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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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2

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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3

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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4

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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5

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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6

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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7

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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8

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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9

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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10

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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11

Solanki, Suraj, and Pragya Pareek. "Review on Comparative Analysis of Symmetrical, Unsymmetrical and Diagrid Multistory Building using Staad pro." International Journal for Research in Applied Science and Engineering Technology 11, no. 2 (2023): 22–28. http://dx.doi.org/10.22214/ijraset.2023.48928.

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Abstract: This review paper involves the study of various aspects of analysis and design of multi storey residential building by using STAAD. Pro. Structural designing requires a detailed structural analysis on which the design of the structure is based. But it is not always possible to do in manual calculation hence the need for programming tools was found. For which several of power tools were formed, among which the most widely used one is STAAD.

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12

Arun, Meera, PVVSSR Krishna, and T. Srinivas. "Seismic analysis of a multi- storied building for different plan configurations using E-tabs." E3S Web of Conferences 309 (2021): 01129. http://dx.doi.org/10.1051/e3sconf/202130901129.

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This paper consists of the work made on the study of seismic analysis on the multi-storied building by maintaining same floor area for all four different plan configurations. To make the analysis of these different four plan configurations, the modelling is done prior in the ETABS:2016 (Extended Three-Dimensional analysis of building system). An effort is made by providing all the load combinations and the performance of each plan is analysed individually and the comparison is made between symmetrically and asymmetrically plan configurations by keeping the floor area constant. After completion

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13

Beauchamp, J., P. Paultre, and P. Léger. "A simple method for determining seismic demands on gravity load frames." Canadian Journal of Civil Engineering 44, no. 8 (2017): 661–73. http://dx.doi.org/10.1139/cjce-2016-0034.

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This paper presents a simple method based on modal response spectrum analysis to compute internal forces in structural elements belonging to gravity framing not part of the seismic force resisting system (SFRS). It is required that demands on these gravity load resisting system (GLRS) be determined according to the design displacement profile of the SFRS. The proposed new method uses the fact that if the linear stiffness properties of the GLRS not part of the SFRS have negligible values compared to those of the SFRS, only the latter will provide lateral resistance. Displacements of the GLRS th

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14

Ostapov, Kostiantyn, Yuri Senchykhyn, Volodymyr Syrovоi, and Vadym Avetisian. "Improving the installation of fire gasing with gelelating compounds." Problems of Emergency Situations, no. 33 (2021): 4–14. http://dx.doi.org/10.52363/2524-0226-2021-33-1.

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It is established that the organization of fire extinguishing with the use of gel-forming compounds is a promising direction to increase the efficiency of extinguishing, especially in multi-storey buildings and structures of various functional purposes. Given the shortcomings of existing technical solutions for the use of gel-forming compounds for effective fire extinguishing, the need to develop new structures (spray barrels) is justified. The proposed solutions should ensure, above all, the safety of the fire rescuer. New designs of spray barrels must have a distance of supply of gelling com

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15

Palermo, Michele, Vittoria Laghi, Stefano Silvestri, Giada Gasparini, and Tomaso Trombetti. "SEISMIC DESIGN OF FRAME STRUCTURES EQUIPPED WITH INNOVATIVE HYSTERETIC DISSIPATIVE DEVICES." Proceedings of International Structural Engineering and Construction 6, no. 1 (2019). http://dx.doi.org/10.14455/isec.res.2019.148.

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In the present work, a Performance-Based Seismic Design procedure applied to multi-storey frame structures with innovative hysteretic diagonal steel devices (called Crescent Shaped Braces or CSB) is introduced. CSBs are steel elements of peculiar geometrical shapes that can be adopted in frame buildings as enhanced hysteretic diagonal braces. Based on their "boomerang" configuration and placement inside the frame structure, they are characterized by a lateral stiffness uncoupled from the yield strength and, if properly inserted, by an overall symmetric hysteretic behavior with hardening respon

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16

Jaswanth, B., Y. L. Surendra, and M. Ravi Kumar. "Seismic Analysis of Multi-Storied Building with Shear Walls using ETABS." International Journal of Current Engineering and Technology 8, no. 3 (2018). http://dx.doi.org/10.14741/ijcet/v.8.3.24.

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Shear walls are structural members used to elongate the strength of R.C.C. structures. These shear walls will be construct in each level of the structure, to form an effective box structure. Equal length shear walls are placed symmetrically on opposite sides of outer walls of the building. Shear walls are added to the building interior to provide more strength and stiffness to the building when the exterior walls cannot provide sufficient strength and stiffness. It is necessary to provide these shear walls when the tolerable span- width ratio for the floor or roof diaphragm is exceeded. The pr

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17

Marques, Olivia Catelan, Leonardo Almeida Feitosa, Katia Vanessa Bicalho, and Elcio Cassimiro Alves. "Analysis of constructive effect and soil-structure interaction in tall building projects with shallow foundations on sandy soils." Revista IBRACON de Estruturas e Materiais 14, no. 1 (2021). http://dx.doi.org/10.1590/s1983-41952021000100003.

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Abstract: The influence of incremental constructive effects (IE) and soil-structure interaction (SSI) on high-rise buildings of reinforced concrete with shallow foundations on sandy soils were analyzed. IE and SSI evaluations were carried out by the parameters of global instability, maximum horizontal displacements, foundation loads, and settlements of a symmetrical and non-symmetrical plant of a 23-storey building For the analysis of the IE, the variation of the modulus of elasticity was considered over time along with the phases of application of loads in the building. For ISS analysis, the

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18

Khadheeja Hussain. "Seismic and Torsional Performance Improvement on Symmetric and Asymmetric Multi Storey Building with Post Tension Flat Slabs." International Journal of Engineering Research and V9, no. 06 (2020). http://dx.doi.org/10.17577/ijertv9is060935.

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19

Lokesh J K and Venugopal Bhat. "Pushover Analysis of Sir M Visvesvaraya Block NMAMIT NITTE." International Journal of Advanced Research in Science, Communication and Technology, June 30, 2022, 409–31. http://dx.doi.org/10.48175/ijarsct-5477.

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Pushover analysis is one of the most-used nonlinear static procedures for the seismic assessment of structures, due to its simplicity, efficiency in modeling and low computational time. The previous studies about pushover analysis are almost based on symmetric building structures and unidirectional earthquake excitation. This analysis is conducted to evaluate the seismic capacities of an existing asymmetric-plan building. The seismic response of RC building frame in terms of performance point and the effect of earthquake forces on multi storey building frame with the help of pushover analysis

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