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Journal articles on the topic 'BUILDING RESTING'

Author: Grafiati

Published: 11 September 2023

Last updated: 31 July 2025

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1

Suraj, Harish V., P. Muthanand, and Prasath C. Rajendra. "Performance Analysis of Braced Reinforced Concrete Building in Sloped Terrain." International Journal of Engineering and Advanced Technology (IJEAT) 9, no. 4 (2020): 2424–29. https://doi.org/10.35940/ijeat.D8040.049420.

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The Buildings on the hills differs from other buildings constructed in plain terrain. Each floor of building steps back towards the hill slope and at the same time buildings may have designed with setbacks configuration also. Buildings constructed in hilly areas are more vulnerable to seismic environment. This study is on generating a 3D analytical model of multi-storey buildings analyzed using structural analysis tool ‘ETABS” to study the effect of varying height of columns due to sloping ground and the effect of bracing at different positions in a different configuration of the b

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2

Joshi, Harsh. "Review on Seismic Analysis of Multistoried Building in Hilly Region." International Journal for Research in Applied Science and Engineering Technology 9, no. 12 (2021): 73–79. http://dx.doi.org/10.22214/ijraset.2021.39185.

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Abstract: Due to sloping land and high seismically active zones, designing and construction of multistory buildings in hilly regions is always a challenge for structural engineers. This review paper focuses to establish a review study on the Possible Types of building frame configuration in the hilly region and he behavior of Such building frames under seismic loading conditions, and (3) The recent research and developments to make such frames less vulnerable to earthquakes. This paper concludes that the dynamics characteristics of such buildings are significantly different in both horizontal

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Kulkarni, Swapnil. "Seismic Analysis of Building Resting on Sloping Ground." International Journal for Research in Applied Science and Engineering Technology 9, no. VII (2021): 1340–52. http://dx.doi.org/10.22214/ijraset.2021.36647.

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In India, for example, the north-east states. The scarcity of plain ground in hilly areas compels construction activity on sloping ground resulting in various important buildings such as reinforced concrete framed hospitals, colleges, hotels and offices resting on hilly slopes. The behavior of buildings during earthquake depends upon the distribution of mass and stiffness in both horizontal and vertical planes of the buildings. Various models were analyzed using staad pro. after all result and comparison it is found that buildings with set back and step back patterns give more stable pattern d

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Uma., A., R. Gomathi, M.R. Ashwini, and Krishna Gagan. "Seismic Response of Symmetric and Asymmetric Tall Building Resting on Sloping Ground." Journal of Earthquake Science and Soil Dynamics Engineering 3, no. 2 (2020): 1–11. https://doi.org/10.5281/zenodo.3984957.

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Seismic analysis is the systematic calculation of the response of a structure subjected due to earthquakes. It comes under the process of structural design and earthquake engineering. On comparison the seismic response of sloping ground will vary with plain ground. As the vibrations due to earthquake are very irregular and unsymmetrical in horizontal and vertical direction. Because of variation in mass and stiffness distibution on different vertical axis the buildings in the hilly areas become highly irregular and asymmetric on each floor. These structures constructed in seismically prone area

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Acharya, Upama, and Jagat Kumar Shrestha. "The impact of shear wall location on the seismic response of RC frame buildings resting on sloping ground." Journal of Innovations in Engineering Education 2, no. 1 (2019): 61–68. http://dx.doi.org/10.3126/jiee.v2i1.36665.

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It is observed during the past earthquakes, buildings in hilly regions have experienced high degree of damage leading to collapse though they have been designed for safety of the occupants against natural hazards. Hence, while adopting practice of multistory buildings in these hilly and seismically active areas, utmost care should be taken for making these buildings earthquake resistant. For the buildings on sloping ground, the height of columns below plinth level is not same which affects the performance of building during earthquake. Hence to improve the seismic performance of building shear

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., Madireddy Satyanarayana. "DESIGN OF MULTI STOREY BUILDING RESTING ON SINGLE COLUMN." International Journal of Research in Engineering and Technology 05, no. 03 (2016): 415–18. http://dx.doi.org/10.15623/ijret.2016.0503075.

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Ahmed, Mr Mohammed Waaez, and Prof M. Salman Shaikh. "Seismic Performance of the Building Resting on Sloping Ground with Shear Wall." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 08, no. 07 (2024): 1–14. http://dx.doi.org/10.55041/ijsrem36804.

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The behavior of buildings on sloping ground differs from those on flat ground. Buildings in hilly areas that are prone to earthquakes are often irregular and not symmetrical, making them vulnerable to serious damage during an earthquake. Therefore, it is crucial to consider the effects of earthquakes and design buildings that can resist them for safety reasons. Shear walls are commonly used to resist lateral loads in multistory concrete buildings for better seismic performance. They provide significant strength and stiffness in their orientation direction, reducing the building's lateral movem

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8

GANESH SHANKAR, BALGUDE. "Seismic Performance of R.C. Mid-Rise Building Resting on Soft Strata." INTERNATIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 09, no. 06 (2025): 1–9. https://doi.org/10.55041/ijsrem49705.

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ABSTRACT This abstract provides a concise overview of the seismic performance considerations for reinforced concrete (RC) mid-rise buildings situated on soft soil. This study highlights the key factors and strategies essential for ensuring the safety and resilience of these buildings in earthquake-prone regions. During severe seismic events, the dynamic response of the structure is affected not only by the behaviour of the superstructure but also by the nature and behaviour of the soil present in and around the substructure. The conventional structural design process usually assumes the base o

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9

Shreya Manduskar and V. S. Shingade. "Effect of wind on RC structure resting on sloping ground and analysis done using ETABS software." World Journal of Advanced Engineering Technology and Sciences 9, no. 1 (2023): 193–202. http://dx.doi.org/10.30574/wjaets.2023.9.1.0159.

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Wind load is one of the common loads for civil engineering structures viz. for long span bridges, tall buildings, towers and mast structures also. Wind load is acting on such structure throughout its life span. Therefore it is most important phenomenon to be taken into consideration for a structural engineer. Due to scarcity of land or due to mountainous terrains in North and North-East part of India most of the time structures are constructed on sloping grounds which is a challenge for structural engineer for analysis and design. These structures are also directly subjected to wind loads. Ind

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Meghana, H., and C. S. Vijaya Kumar. "Comparative Analysis of Regular and Horizontal Irregular Building on Sloping Ground with Shear Wall and Bracings as Structural Elements using ETABS." International Journal of Innovative Research in Science,Engineering and Technology 11, no. 09 (2022): 12278–85. http://dx.doi.org/10.15680/ijirset.2022.1109098.

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Due to rapid urbanization and economic growth there is huge demand for construction of building. Since population density is high it led to construction of buildings on sloping ground, but this sloping grounds like hilly areas are more prone to earthquake which causes severe damage of life and property. The buildings constructed on hilly areas are different from buildings constructed on flat ground buildings on hilly areas have horizontal/plan, vertical, torsional, mass and many more irregularity. The structure irregularities are considered as one of the main fundamentals of its failure. Here

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Manjunath, P., and Yogeendra R. Holebsgilu. "Seismic Analysis of Multi Storey Building with Flat Slab Resting on Plain and Sloping Ground." Bonfring International Journal of Man Machine Interface 4, Special Issue (2016): 20–25. http://dx.doi.org/10.9756/bijmmi.8150.

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12

D, Deeshma. "Analysis of Seismic Behavior of Multistoried R.C.C Building Resting on Sloping Strata under Seismic Load." International Journal for Research in Applied Science and Engineering Technology 9, no. VI (2021): 5293–302. http://dx.doi.org/10.22214/ijraset.2021.36205.

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Construction of RC buildings in preferred locations in the north & eastern hilly regions have increased during the last few decades due to urbanization, population increase, and high influx of tourists. The buildings situated in hilly areas are much more prone to seismic environment in comparison to the buildings that are located in flat regions. Structures on slopes differ from other buildings since they are irregular both vertically and horizontally and therefore susceptible to severe damage when subjected to seismic action. The columns of ground storey have varying height due to sloping

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13

Rashmin, Aysha, and Priyanka Devan. "Wind Load Analysis of RC Structure Resting On Sloping Ground By Using Etabs." Journal of Structural Technology 8, no. 1 (2023): 67–73. http://dx.doi.org/10.46610/jost.2023.v08i01.005.

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Wind load is regarded as one of the crucial design loads that a structure must withstand throughout its lifetime. The impact of wind speed on the building frame has been investigated in this research. Due to a lack of available land, buildings lying on slopes were taken into consideration for the study. The 40-story, three-dimensional building frame is modelled and examined for wind zones of 33 m/s and 39 m/s, respectively. It rests on slopes of 5°, 10°, and 15°. ETABS software is used to perform the modelling and analysis as necessary. The maximum storey displacement and maximum storey drift

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Kulov, Ruslan P., Alan R. Kulov, and Haza R. Kulova. "Operational Reliability of Industrial Buildings in Seismically Dangerous Areas." Earthquake Engineering. Construction Safety, no. 3 (June 25, 2020): 44–51. http://dx.doi.org/10.37153/2618-9283-2020-3-44-51.

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The solution of a single-storey industrial building, of working with significant horizontal seismic vibrations. Earthquake building carried out by separating the sole-plate foundation resting on the ground, from the rest of the multi-stage foundation for the frame column. The gap formed by constructive in the individual cells are arranged point-balls bearings, have freedom of movement in the horizontal plane. Under horizontal vibrations of the earth and the sole-plate the rest of the basement and the building itself remain at rest. It noted an interesting fact: the performance and reliability

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15

Krishna Shrestha, Ram. "Seismic Performance Evaluation of RCC Building Resting on Slopping Land." International Journal of Scientific Research and Engineering Trends 10, no. 4 (2024): 1405–13. http://dx.doi.org/10.61137/ijsret.vol.10.issue4.196.

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16

Chore, H. S. "Interactive analysis of a building fame resting on pile foundation." Coupled systems mechanics 3, no. 4 (2014): 367–84. http://dx.doi.org/10.12989/csm.2014.3.4.367.

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Chore, H. S. "Interactive analysis of a building fame resting on pile foundation." Interaction and multiscale mechanics 6, no. 4 (2013): 377–94. http://dx.doi.org/10.12989/imm.2013.6.4.377.

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18

Невзоров, Александр, Aleksandr Nevzorov, Андрей Никитин, Andrey Nikitin, Юрий Саенко, and Yuriy Saenko. "FLOOR CONSTRUCTION IN BASEMENTS OF RECONSTRUCTED BUILDINGS ON PEATY SOILS." Construction and Architecture 7, no. 1 (2019): 10–13. http://dx.doi.org/10.29039/article_5c646f193849d0.19403057.

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A practical way to utilize the underground space of buildings is deepening the basement. Where peat is found under the building basement, floor construction proves to be a challenging engineering problem. The article describes several basement floor construction methods for building reconstruction on peaty soils in the city of Arkhangelsk. Peaty soils require bored, driven or jacked piles up to 8 m long. Due to continuous peat consolidation, "floating" floors resting on the ground cannot be used. Numerical simulation of piles in PLAXIS 3D software provides load-settlement curves closely

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19

K Gongale, Vishal, and Ganesh Mahalle. "Analysis of a Multistorey Building Resting on Sloping Ground in Different Seismic Zone and Comparison of Results." International Journal of Science and Research (IJSR) 11, no. 7 (2022): 1230–33. http://dx.doi.org/10.21275/mr22715005458.

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20

Shetgaonkar, Shreya Sitakant, and Purnanand Savoikar. "Seismic Response of Multistoried Building with Different Foundations Considering Interaction Effects." Applied Mechanics and Materials 877 (February 2018): 276–81. http://dx.doi.org/10.4028/www.scientific.net/amm.877.276.

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Current seismic design practice assumes the base of the building to be fixed and does not consider the flexibility of foundation and soil. This assumption is realistic only when the structure is founded on solid rock or when the relative stiffness of the foundation soil compared to the superstructure is high. Whereas, in reality due to natural ability of soil to deform, supporting soil medium modifies the response of the structure during earthquake to some extent. In this work the effect of soil structure interaction on seismic response of building resting on different types of foundation was

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21

Bariker, Pankaj, and Sreevalsa Kolathayar. "Dynamic Soil Structure Interaction of a High-Rise Building Resting over a Finned Pile Mat." Infrastructures 7, no. 10 (2022): 142. http://dx.doi.org/10.3390/infrastructures7100142.

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High-rise building safety is generally supported by pile-mat systems. They must be sturdy enough to withstand potential lateral loads brought on by earthquakes, wind, dredging, and machine vibrations, in addition to increased axial loads. An innovative piled-mat foundation system is required to deal with these impacts because standard pile foundation systems only have lateral capacities that are 10% of their axial capacities. This study aims to reduce the damage caused by seismic impacts on high-rise buildings using shear walls supported by piled mats, thereby minimizing vibrations within the

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22

Tadesse, Z. L., H. K. Padavala, and V. R. P. Koteswara. "Effect of subterranean levels on the dynamic response of RC-MRF buildings." IOP Conference Series: Materials Science and Engineering 1273, no. 1 (2023): 012014. http://dx.doi.org/10.1088/1757-899x/1273/1/012014.

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Abstract The dynamic response of reinforced concrete moment resisting frame (RC-MRF) building structures is mostly altered by the substructure system such as the type of foundations and features of subterranean levels, as well as subsurface soil conditions. The majority of low-to high-rise buildings, in urban areas, are designed with one or multi-level subterranean levels for parking and other services. However, many designers overlooked incorporating these subterranean levels and soils in the seismic resistance analysis assuming that the building is fixed at the ground surface. The present st

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23

Katić, Mario. "Marking the Resting Place with the Deceased." Godišnjak Centra za balkanološka ispitivanja, no. 41 (January 6, 2022): 255–68. http://dx.doi.org/10.5644/godisnjak.cbi.anubih-41.15.

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In this paper I tried, on the basis of available literature and newly discovered data, to indicate possible links among the practices of mirila, karsikko, and cross-tree. Using these comparisons I endeavor to show that the custom of marking the place of resting with the deceased is not specific to a narrow strip of Croatian hinterland and that, if we want to get to importantinsights about the custom of mirila, it will be necessary to expand the geographical context and focus of research. The term mirila in the literature involves the stone construction marking the resting place with the deceas

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Dulganti, Dheeraj Reddy. "Literature Review on Interaction Analysis of Building Resting on Sloping Ground." International Journal for Research in Applied Science and Engineering Technology 9, no. 9 (2021): 40–48. http://dx.doi.org/10.22214/ijraset.2021.37907.

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Abstract: An increase in economic growth, as well as urbanization in the hilly areas, encourages the construction in the hilly region. Considering this fact the engineers should assure the safety of constructions in the slopy region. To understand the past attempts carried out on the constructions of the building on the slopy ground the systematic literature survey is done which includes the parameters like types of the building suitable for hilly regions, slope inclinations for safe superstructure in seismic events, types of safety measures recommended to assure the safety of superstructure a

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Vamsikrishna, Ila, S. Amrutha, S. Raj Kumar, S. Nikhil Manikanta, K. Kumar, and D. Rohith. "Analysis and Design of G+5 Residential Building Resting on Single Column Using STAAD.Pro and RCDC Softwares." Applied Mechanics and Materials 923 (December 27, 2024): 61–67. https://doi.org/10.4028/p-v0wusz.

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This study presents a streamlined approach to the structural analysis and design of a single column building, employing two prominent engineering software tools: STAAD Pro for structural analysis and RCDC for the design of reinforced concrete elements. The research focuses on a model that utilizes a central supporting column to maximize space and enhance architectural flexibility, a concept gaining traction in modern urban development for its efficiency and aesthetic potential. Through STAAD Pro, the study conducts a detailed structural analysis to assess the load distribution, displacement, a

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Layas, Fathi M., Vail Karakale, Ramadan E. Suleiman, and Fatma Hachem. "Behavior of Slab-on-Grade Resting on Expansive Soil." International Journal of Engineering and Computer Science 13, no. 10 (2024): 26529–33. http://dx.doi.org/10.18535/ijecs/v13i10.4918.

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Abstract This paper discusses a case study of a residential building in Benghazi that features slab-on-grade foundations supported by expansive soils. Although such structures are uncommon in the area, they can suffer serious damage due to volumetric changes in the soil caused by wetting and drying. The building has a total plan area of 200 m², with tie beams located 1.2 m above the formation level, and expansive soil used as backfill. After being moistened and lightly compacted, 100 mm thick concrete slabs were poured between the tie beams, resulting in varying slab sizes. Following a month o

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Fatahi, Behzad, and S. Hamid Reza Tabatabaiefar. "Effects of Soil Plasticity on Seismic Performance of Mid-Rise Building Frames Resting on Soft Soils." Advances in Structural Engineering 17, no. 10 (2014): 1387–402. http://dx.doi.org/10.1260/1369-4332.17.10.1387.

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In this study, the effects of Plasticity Index (PI) variation on the seismic response of mid-rise building frames resting on soft soil deposits are investigated. To achieve this goal, three structural models including 5, 10, and 15 storey buildings are simulated in conjunction with a clayey soil representing soil class Ee according to the classification of AS1170.4–2007 (Earthquake actions in Australia) and then varying the Plasticity Index. Structural sections of the selected frames were designed according to AS3600–2009 (Australian Standard for Concrete Structures) after undertaking dynamic

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Okoye, Peter Uchenna, Kevin Chuks Okolie, Christian Ifeanyi Ohaedeghasi, and Chukwuemeka Ngwu. "Ecomusicology: A socioecological dimension towards acoustically sustainable residential buildings." Sustinere: Journal of Environment and Sustainability 4, no. 3 (2020): 172–88. http://dx.doi.org/10.22515/sustinere.jes.v4i3.123.

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This study examined the socioecological roles of music sounds towards achieving acoustically sustainable residential building. The study adopted a survey research approach where questionnaires were distributed to the occupants of different types of residential buildings in three urban cities of Anambra State Nigeria. The survey data were analysed using Statistical Package for the Social Science (SPSS) Software. The results revealed that music plays significant roles towards acoustically sustainable building performance with the overall average mean score index of 4.36 and a range of 3.64 to 4.

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Woo, Jiyoung, Guillaume Rudasingwa, and Sungroul Kim. "Assessment of Daily Personal PM2.5 Exposure Level According to Four Major Activities among Children." Applied Sciences 10, no. 1 (2019): 159. http://dx.doi.org/10.3390/app10010159.

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Particulate matters less than 2.5 micrometers in diameter (PM2.5), whose concentration has increased in Korea, has a considerable impact on health. From a risk management point of view, there has been interest in understanding the variations in real-time PM2.5 concentrations per activity in different microenvironments. We analyzed personal monitoring data collected from 15 children aged 6 to 11 years engaged in different activities such as commuting in a car, visiting a commercial building, attending an education institute, and resting inside home from October 2018 to March 2019. The fraction

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Mohammadi, M. H., P. kumar, and V. Rishi. "The effective placing of Shear Wall for Seismic Resistance of G+5 Story building on sloping Ground." IOP Conference Series: Earth and Environmental Science 1110, no. 1 (2023): 012015. http://dx.doi.org/10.1088/1755-1315/1110/1/012015.

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Abstract The buildings located on the sloped ground are irregular. Therefore, Prone to hard destruction when acted by earthquake forces. These types of buildings have different stiffness and mass in the horizontal and vertical directions. As result, the centre of rigidity and centre of mass does not coincide on a different floor and cause to suffer high damage due to irregularity during an earthquake. Because it is considered that, the seismic performance of the building in a sloped area is much more different from the plain area. Present study deal with the Earthquake manner of the G+5 story

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Singh, Aparna, Sunita Tolani, S. D. Bharti, and T. K. Datta. "Seismic Analysis of Flat Slab Buildings on Hilly Ground." Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2 1, no. 1 (2022): 775–79. http://dx.doi.org/10.38208/acp.v1.580.

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In India, hilly region especially northern part is more seismically active region. Flat Slab systems are widely popular in multi-storey buildings. Flat slab building has more advantages than a regular building like fast construction, free design space, reduced floor to floor height and economical. Flat slab buildings are also being built in high seismicity region. Buildings on hilly ground are vulnerable due to their vertical and horizontal irregularity and they undergo high shear and torsion during the earthquake. Further due to short column and soft storey on uphill side has higher lateral f

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Kapuriya, Mr Ankur. "Soil Structure Interaction of R.C. Building with Basement Resting on Pile Raft Foundation." International Journal for Research in Applied Science and Engineering Technology 12, no. 5 (2024): 1184–92. http://dx.doi.org/10.22214/ijraset.2024.61781.

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Abstract: Historically, Basements or underground stories were built in a castle to use as a dunged on oar store room. However, in modern construction, the restrain to go deeper below the grade level in term so basements which can be utilized for parking, shopping mall or combination of both. In such cases, dynamic soil properties have a significant effect of activating dynamic soil structure interaction phenomena on during earthquake. Here in present study an effort is made to study the behavior of a building by varying number so basements considering dynamic soil structure interaction. Issues

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Vejvara, Luděk. "The Effects of Floor Structures on the Masonry Walls of Multistorey Building." Solid State Phenomena 322 (August 9, 2021): 117–26. http://dx.doi.org/10.4028/www.scientific.net/ssp.322.117.

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In this contribution, the determination of loading forces in the joint of the floor structure and masonry is presented. The point is a subject being accompanied by designing multistorey masonry buildings.The problem of this apparently simple assignment is not so much a calculation of values from characteristic loading of both floors and walls or an actual numerical calculation of masonry carrying capacity, but a correct stipulation of the resultant force location at the spot under the floor structure.In the paper, the resting types of reinforced concrete floor structure on the masonry, influen

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Acacio, Alexis A., Yoshikazu Kobayashi, Ikuo Towhata, R. T. Bautista, and Kenji Ishihara. "Subsidence of Building Foundation Resting Upon Liquefied Subsoil: Case Studies and Assessment." Soils and Foundations 41, no. 6 (2001): 111–28. http://dx.doi.org/10.3208/sandf.41.6_111.

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IHALAUW, John Joi, Dwiyono Rudi SUSANTO, Joko TRIYONO, Aldi Wisnumurti SARWONO, Moch Nur SYAMSU, and Nur ROHMAN. "Exploring the Sustainability of Taman Sari Water Castle as a Heritage Tourist Destination of Indonesia." Journal of Environmental Management and Tourism 12, no. 5 (2021): 1409. http://dx.doi.org/10.14505//jemt.v12.5(53).25.

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Taman Sari is an asset of historical heritage and as an ancient building that was built during the reign of Sultan Hamengkubuwono I of Yogyakarta Kingdom. Previously, Taman Sari castle was used as a resting place for the Sultan in the past, besides that Taman Sari also functioned as a hiding place for the Sultan, during the war against the Dutch. Taman Sari building contains four cultural elements namely; Hinduism, Buddhism, Chinese, Islam. These four cultures are manifested in the form of buildings in Taman Sari. At present Taman Sari has changed its function to become a tourist attraction vi

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Petridis, Christos, and Dimitris Pitilakis. "Fragility curve modifiers for reinforced concrete dual buildings, including nonlinear site effects and soil–structure interaction." Earthquake Spectra 36, no. 4 (2020): 1930–51. http://dx.doi.org/10.1177/8755293020919430.

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We investigate the influence of soil–structure interaction (SSI) and nonlinear soil behavior on the seismic fragility of reinforced concrete (RC) dual (frame + shear wall) buildings resting on shallow foundations. This article includes a holistic methodology to account for nonlinear soil behavior and soil–foundation–structure interaction in a modular way. Using nonlinear dynamic analyses, we derive fragility curves for a wide set of building typologies and soil profiles, showing that soil behavior during strong shaking significantly affects the vulnerability of the soil–foundation–structure sy

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Alzabeebee, Saif, and Davide Forcellini. "Numerical Simulations of the Seismic Response of a RC Structure Resting on Liquefiable Soil." Buildings 11, no. 9 (2021): 379. http://dx.doi.org/10.3390/buildings11090379.

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The seismic response of buildings resting on liquefiable soil is a complex problem that is still poorly understood despite numerous studies on the topic. This paper attempts to enhance the understanding of this phenomenon by simulating an RC structure resting on liquefiable soil and subjected to seismic shakes. The solid-fluid fully coupled analysis was conducted with OpenSeesPL utilizing 58 earthquake records to simulate a wide range of shaking scenarios. In addition, the effect of the soil density and the thickness of the liquefiable layer were examined. It was noted that the liquefaction-in

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Waris, Muhammad Bilal, Khalifa Al-Jabri, and Issa El-Hussain. "COMPARISON OF OMAN SEISMIC CODE WITH INTERNATIONAL COUNTERPARTS BASED ON REGIONAL SEISMIC HAZARD." Journal of Engineering Research [TJER] 19, no. 1 (2022): 1–12. http://dx.doi.org/10.53540/tjer.vol19iss1pp1-12.

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Oman Seismic Code (OSC) was developed in 2013 to provide guidelines for seismic analysis and design of buildings in the Sultanate of Oman. Prior to its development, specifications of Uniform Building Code 1997 (UBC) and International Building Code 2006 (IBC) were used. This study compares base shear, lateral force distribution, and effective storey drift obtained from the three seismic codes using equivalent static load and response spectrum analysis methods. Reinforced concrete buildings with 25m x 40m plan having columns at 5m spacing are used; 3-, 6-, 13- and 19- storeys are considered havi

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Saragi, Andes, Djati Mardiatno, and Emma Hisbaron. "Microsoft building footprint application To detect human exposure due to tsunami." Jurnal Teknosains 13, no. 1 (2023): 1. http://dx.doi.org/10.22146/teknosains.79526.

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Tsunami events at night are more prone to causing fatalities because humans are resting in residential buildings (houses). In this study, residential buildings were extracted using the Microsoft Building Footprint (MBF), which resulted from applying artificial intelligence technology. This study aims to analyze the number of people exposed to tsunamis at night using MBF. The tsunami modeling was carried out using the Berryman method. Sentinel 2-A Image extracted from Google Earth Engine. The results of the inundation modeling analysis show that the total inundated area is 717 Ha or 17.34% of t

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Gawai, Diksha. "Review Paper on Effect of Wind on Building Resting on Sloping Ground and Analysis Using Etabs." International Journal for Research in Applied Science and Engineering Technology 10, no. 1 (2022): 922–24. http://dx.doi.org/10.22214/ijraset.2022.39932.

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Abstract: Wind has paramount importance in the field of civil engineering. Due to urbanization and increasing population density high rise building are coming up in large number. Therefore building frame resting on sloping ground and its analysis and design becomes essential so that the structure becomes more durable and serviceable. It is possible by various special programs and software. Software helps to design light weighted structure with good service life. This project studies the effect of wind velocity and structural response of building frame on sloping ground. For that three differen

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Patil, Prof Gomtesh S. "Feasibility of RCC Structure Resting on Backfilled Soil." International Journal for Research in Applied Science and Engineering Technology 12, no. 5 (2024): 1914–17. http://dx.doi.org/10.22214/ijraset.2024.61982.

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Abstract: Backfilled land for Reinforced Concrete Cement (RCC) structures emerges as a sustainable solution. However, the inherent differences between naturally deposited soil and backfilled soil necessitate a comprehensive assessment of its index and engineering properties. This project employs core cutter and water content tests, supplemented by direct shear tests, to evaluate the suitability of backfilled soil for construction purposes. Furthermore, bearing capacity analysis is conducted utilizing Terzaghi's equation at minimum cost to ascertain the load-bearing capabilities of various foun

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Kaur, Harleen, and Prabhdeep singh Kehal. "A Foundation to Rest Upon." Sikh Research Journal 10, no. 1 (2025): 1–2. https://doi.org/10.62307/srj.v10i1.127.

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This issue celebrates the work being done to lay foundations while offering a resting place to sit and contemplate the horizons we can imagine next. As one paper in this issue argues, these two practices of foundation-laying and imagining are inseparable. At the end of our two-year tenure as co-editors, we are encouraged to see work that captures the nuanced and collective spaces for Sikh healing, community-building, and knowledge-production that are rapidly organizing and building upon foundations laid by generations prior. Through this intergenerational knowledge-building, scholars reflect o

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Khandare, Omika. "A Review Study on Composite +8 Structure with Application of Damper on Different Locations Using Time History Analysis." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 08, no. 05 (2024): 1–5. http://dx.doi.org/10.55041/ijsrem34806.

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These viscous dampers are unique in that the velocity can be directly correlated with the damping properties and, consequently, the quantity of energy dissipated. Because of the activity of seismic dangers, the viscous damper's response is thought to be out of phase with those. This is due to the fact that the damping device's damping forces changes inversely with a tall building's dynamic lateral displacements. For a clearer understanding, picture a building that is trembling laterally during an earthquake. When the building's deflection is at its highest, the stress in lateral load-resisting

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JAMDAR, AMEERHUSSAIN SUHELAHMED, and SANGAVE PRAKARSH. "SEISMIC RESPONSE OF MULTI-STORIED STRUCTURES WITH FLOATING COLUMNS." JournalNX - a Multidisciplinary Peer Reviewed Journal 3, no. 8 (2017): 32–39. https://doi.org/10.5281/zenodo.1420771.

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The civil engineering structures with floating column are a regular element in the cutting edge multistory construction. Such elements are profoundly undesirable in building implicit seismically dynamic ranges. This study highlights the significance of expressly perceiving the vicinity of the structures with and without floating columns. Seismic analysis is carried out on G+7 story building with the different alternative location for floating column considering the presence and absence of infill effect. Different structural configurations such as Floating column resting on the beam which is su

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Yu, Lin, Dingli Zhang, Qian Fang, Yujie Li, Gang Wang, and Liqiang Cao. "Analytical Prediction of Strip Foundation Building Response to Shallow Tunneling Considering the Tunneling Process." Applied Sciences 12, no. 9 (2022): 4656. http://dx.doi.org/10.3390/app12094656.

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This paper presents an analytical method to predict the response of a strip foundation building to shallow tunneling based on the two-stage method. The existing building is simplified as a Euler–Bernoulli beam resting on the Pasternak model. The tunneling process and different relative positions between the tunnel and the existing building can be considered in the proposed method. The accuracy of the proposed method is verified through comparisons with results from the finite element and finite difference methods. The results indicate that the differential settlement of the building reaches a

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Khan, Rizwan, and Dr Samyak Parekar. "Effect of Wind on Building Frame Resting on Sloping Ground and Analysis using ETABS." International Journal for Research in Applied Science and Engineering Technology 11, no. 5 (2023): 1229–42. http://dx.doi.org/10.22214/ijraset.2023.51523.

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Abstract: Today, the primary responsibility of a structural or civil engineer is structural design. As of right now, a variety of factors are taken into account while constructing a structure, and these factors have an impact on the longevity, quality, and functionality of the building. In the modern world, structures are designed using software. Staad pro and Etabs are two examples of modern software that is utilized on a daily basis. So, in this project, we'll plan, design, and use Etabs to analyze a residential G+8 building. The major consideration of this project is depending on the wind c

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Wankhade, L. R., and Prerana R. Telang. "Effect of Soil Structure Interaction in Seismic Response of Building resting on Elevated surface." International Journal of Engineering Trends and Technology 41, no. 4 (2016): 191–95. http://dx.doi.org/10.14445/22315381/ijett-v41p236.

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CLOUTEAU, DIDIER, and DENIS AUBRY. "MODIFICATIONS OF THE GROUND MOTION IN DENSE URBAN AREAS." Journal of Computational Acoustics 09, no. 04 (2001): 1659–75. http://dx.doi.org/10.1142/s0218396x01001509.

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The main motivation of this work is to analyze whether or not the presence of buildings is able to modify the seismic field significantly. We first present a numerical method able to account for a three-dimensional building distribution resting on a layered elastic-half-space. The proposed method is based on a variational coupling between Boundary Elements and modal representation for the buildings. Provided with the hypothesis of a stochastic homogeneous distribution of these buildings or a deterministic periodic one, a realistic model of an entire city may be accounted for. This method is ap

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Fathi M Layas, Vail Karakale, and Fatma Hachem. "Case study of bearing capacity failure in a 4-story reinforced concrete building." World Journal of Advanced Engineering Technology and Sciences 13, no. 1 (2024): 892–98. http://dx.doi.org/10.30574/wjaets.2024.13.1.0494.

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This case history analyzes the bearing capacity failure of a 4-story reinforced concrete building in Benghazi, Libya, constructed in Fall 2000. The building has a plan area of 65 m² and is supported by an 80 cm thick raft foundation resting on collapsible sandy loess, which can lose shear strength when wet. Several months before the building's failure, nearby construction work caused a broken pipeline, leading to significant water leakage. This moisture infiltrated the soil under the foundation, reducing its bearing capacity, particularly on the northern side. In winter 2002, the building bega

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WAGEMAKERS, ALEXANDRE, MIGUEL A. F. SANJUÁN, JOSÉ M. CASADO, and KAZUYUKI AIHARA. "BUILDING ELECTRONIC BURSTERS WITH THE MORRIS–LECAR NEURON MODEL." International Journal of Bifurcation and Chaos 16, no. 12 (2006): 3617–30. http://dx.doi.org/10.1142/s0218127406017014.

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We propose a method for the design of electronic bursting neurons, based on a simple conductance neuron model. A burster is a particular class of neuron that displays fast spiking regimes alternating with resting periods. Our method is based on the use of an electronic circuit that implements the well-known Morris–Lecar neuron model. We use this circuit as a tool of analysis to explore some regions of the parameter space and to contruct several bifurcation diagrams displaying the basic dynamical features of that system. These bifurcation diagrams provide the initial point for the design and im

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