Academic literature on the topic 'The Effects of Seismic Forces on the Performance of Building'

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Journal articles on the topic "The Effects of Seismic Forces on the Performance of Building"

1

Gajbhiye, Shobhit. "Seismic Effects on Different Structural Members." International Journal for Research in Applied Science and Engineering Technology 9, no. VII (2021): 1481–85. http://dx.doi.org/10.22214/ijraset.2021.36589.

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Civil engineers deal with constructing differing types of structures with guaranteeing safety, sturdiness and utility. Currently days “earthquake “is a natural tragedy that affects the structures with their safety and utility. The quantity of harm that earthquake will cause to structures is rely upon sort of building, sort of soil, Technology used for earthquake resistance, and last however not the smallest amount Location of building. Effects of earthquake area unit mostly counting on sort of soil within which foundation of building is finished as a result of earthquake changes the motion of
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Nizamani, Zafarullah, Seah Kay Seng, Akihiko Nakayama, Mohamad Shariff Bin Omar Khan, and Haider Bilal. "Seismic Effects on a Horizontally Unsymmetrical Building using Response Spectrum Analysis." MATEC Web of Conferences 203 (2018): 06014. http://dx.doi.org/10.1051/matecconf/201820306014.

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Most of the residential buildings in Malaysia are not designed to withstand the seismic forces, while the high-rise buildings. However, since the Sumatra 2004 earthquake, there had been increasing concerns about the structure vulnerability in our country to earthquakes. Several recent studies had also revealed that Malaysia had the possibility to be influenced by both local and far field earthquakes. This study is conducted to analyze the vulnerability of a high rise building to local and far field earthquakes using Scia Engineer. Modal Response Spectrum method of Scia Engineer is used. The mo
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Pillai, Manoj S., and Jency Sara Kurian. "Hybrid Model for Retrofitting: A Review." Applied Mechanics and Materials 857 (November 2016): 200–205. http://dx.doi.org/10.4028/www.scientific.net/amm.857.200.

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Beam-column joint is considered as a crucial zone in moment resisting frames. It is subjected to large forces during an earthquake, due to ground shaking and the response of the building depends on the behavior of the beam-column joint. During analysis, the joints are usually treated as rigid and this fails to consider the effects of various shear forces developed within the joint. So there emerges the need of seismic upgrading owing to structural deterioration, change in functions or increased performance requirements. Damping is one of the commonly adopted methods proposed for achieving opti
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4

Hasan, A., K. I. M. Iqbal, S. Ahammed, and A. Ghosh. "Nonlinear Time History Analysis for Seismic Effects on Reinforced Concrete Building." Nigerian Journal of Technological Development 19, no. 4 (2023): 391–99. http://dx.doi.org/10.4314/njtd.v19i4.12.

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A typical Reinforced Concrete (RC) building frame comprising of RC columns and connecting beams that participates in resisting the earthquake forces. Due to earthquake, reversal tension generates at both faces of a beam and column; and hence damage occur in the frame for the disability of tension carrying capacity of concrete. Therefore, the structural performance of RC building for seismic load has been analyzed by nonlinear time history analysis method for this study. A residential building located in Dhaka, Bangladesh subjected to various types of gravity load and seismic load was considere
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Shukla, Kusamakar, and Dr Gunjan Shrivastava. "Comparative Study of 30-Storey Building with and without Seismic Load Combination by using STAAD PRO." International Journal for Research in Applied Science and Engineering Technology 11, no. 7 (2023): 1426–36. http://dx.doi.org/10.22214/ijraset.2023.54888.

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Abstract: This comparative study aims to evaluate the structural behaviour of a 30-storey building using STAAD Pro under two scenarios: with and without seismic load combinations. By comparing the results obtained from both cases, the study seeks to determine the significance of seismic design provisions and the impact they have on the structural performance of the building. The findings of this research will contribute to the understanding of the importance of incorporating seismic load combinations in the design process of high-rise buildings and aid in improving their safety and resilience.
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6

Panthi, Ashim, Ashin Lamsal, Binod Pathak, Kishor Poudel, and Bharat Pradhan. "Design Demands of RC Buildings Due to Irregularities." Journal of Advanced College of Engineering and Management 8, no. 1 (2023): 109–18. http://dx.doi.org/10.3126/jacem.v8i1.55915.

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The RC-framed building is one of the most common construction technique for seismic-resistant structures due to its ductile nature. However, the seismic performance of RC structures can be significantly influenced by different factors, irregularities being one of the most important aspect. Irregularities on buildings increase the lateral seismic forces and inter-storey drifts thus increasing seismic demands in the structural elements. Due to architectural or functional requirements, many times irregularities cannot be avoided even though such arrangements are discouraged in the building codes
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7

Heidebrecht, A. C. "Insights and challenges associated with determining seismic design forces in a loading code." Bulletin of the New Zealand Society for Earthquake Engineering 28, no. 3 (1995): 224–46. http://dx.doi.org/10.5459/bnzsee.28.3.224-246.

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 This paper presents and discusses a number of important topics which affect the determination of seismic design forces in a loading code. These range broadly from seismic hazard through to design philosophy and include the following aspects: influence of uncertainty in determining seismic hazard, seismic hazard parameters, site effects, probability level of design ground motions, role of deformations in seismic design, performance expectations and level of protection. The discussion makes frequent reference to the seismic provisions of both the National Building Cod
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8

G, Gayathri, K. M Mini, and Sruthy S. "Seismic and blast loading performance of a gypsum panelled prefabricated building." International Journal of Engineering & Technology 7, no. 4.5 (2018): 669. http://dx.doi.org/10.14419/ijet.v7i4.5.25055.

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Urge for modern technologies and limited space leads to the idea of light weight building technology that can resist major loading condi- tions and can even be used in lands with very poor soil profile. For proper understanding of the structural response, building needs to be evaluated for natural hazards like seismic and manmade calamities like blast loading along with the normal forces acting on the structure. Whole building and structural components are also to be evaluated to study the progressive collapse of the building. This paper includes the study of static, seismic and blast loading
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9

Rana, UpasanaR, SnehalV Mevada, and VishalB Patel. "Seismic Risk Assessment of Asymmetric Buildings using Fragility Curves." Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2 1, no. 1 (2022): 1727–39. http://dx.doi.org/10.38208/acp.v1.712.

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It is very important and necessary to assess the seismic risk for the buildings subjected to uncertain and highly unpredictable dynamic forces produced from earthquakes. Fragility curves are the best tools for the representation of seismic risk assessment. In the present study, risk assessment of structure subjected to seismic loading is evaluated. Further, the effects of different eccentricities are also studied for seismic risk assessment. The fragility curves are developed for G+5 storied RCC bare frame building as well as G+5 storied RCC building with shear wall. The considered buildings a
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10

Bairán, J. M., R. Moreno-González, and J. Peguero. "Seismic Behavior of Medium and High Strength Concrete Buildings." Open Civil Engineering Journal 9, no. 1 (2015): 308–20. http://dx.doi.org/10.2174/1874149501509010308.

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Current concrete technology has made higher concrete grades more affordable to mid and high-rise buildings; hence its use has been increasing in the late years as it allows for smaller cross-sections, reduction of the structure’s weight, improve durability, among other benefits. However, it is known that brittleness of plain concrete increases with the strength; therefore, some national codes have limited the concrete’s strength in high seismic zones. In this paper, the seismic behavior of a 10 storey dual frame-wall building, designed with concrete grades C30, C60 and C90 is studied in order
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