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Artykuły w czasopismach na temat „G+3 building”

Autor: Grafiati

Data publikacji: 7 czerwca 2025

Data aktualizacji: 2 sierpnia 2025

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1

Resma B. Vijay, Vedant Kakade, Raj Madhav, Parth Shingote, and Gauri Thorat. "Risk Assessment of Aging G+3 Residential Buildings." International Journal of Scientific Research in Science, Engineering and Technology 12, no. 2 (2025): 494–99. https://doi.org/10.32628/ijsrset25122165.

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The structural deterioration of ageing buildings in India presents significant safety hazards, necessitating systematic assessment and intervention measures. This study examines the efficacy of structural audits in evaluating and enhancing the stability of older buildings. The audit methodology encompasses comprehensive visual inspections and advanced non-destructive testing (NDT) techniques, including Rebound hammer tests, Ultrasonic pulse velocity tests, Carbonation tests, and Half-cell potential tests, to assess structural integrity. The overall health of Buildings based on visual inspectio

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Sachchidanand, Saurabh Yadav, Shadab Ahmad, Shahre Alam Khan, and Ms Kajal Singh. "Analysis of (G+3) Hostel Building." International Journal for Research in Applied Science and Engineering Technology 11, no. 5 (2023): 4600–4602. http://dx.doi.org/10.22214/ijraset.2023.52397.

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Abstract: The principal objective of this project is the comparative study on design and analysis of hostel building (G+3) of area 2050 sqm, by AUTOCAD, STAAD.Pro and ETABS software’s. Our project deals with the plan and style of Hostel Building. Designing involves identifying the forces and stresses which arise within that structure, perform analysis to urge moments and shear forces on different elements of the structure then design the structure for ultimate loads, dead load, wind load, live load, earthquake load (Indian Earthquake zone 3) and moments etc. AUTOCAD, ETABS and STAAD.Pro may be

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Meshram, Sohan. "Design and Analysis G+2 Residential Building using BIM." International Journal for Research in Applied Science and Engineering Technology 13, no. 4 (2025): 2943–44. https://doi.org/10.22214/ijraset.2025.68861.

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"Building Information Modeling (BIM) has changed the construction industry by combining design, analysis, and project management into one platform. This paper uses BIM to design and analyze a 3-story residential building, focusing on its strength, cost, and environmental impact. We reviewed existing research to highlight BIM's benefits, including automation, error reduction, and teamwork. Our paper shows how BIM improves efficiency, reduces mistakes, and enhances project delivery. “BIM is a powerful tool that helps build better buildings. We used BIM to design a 3-story home and studied its st

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Parekh, Priyanka. "Design and Analysis of G+3 Building by STAAD PRO." International Journal of Science and Research (IJSR) 12, no. 7 (2023): 1148–52. http://dx.doi.org/10.21275/sr23714094714.

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Mr, Ankit Pal1* Mr Arpit Chawda2. "SEISMIC ANALYSIS OF G+3 MULTISTOREY BUILDING WITH AND WITHOUT LEAD RUBBER BEARING SUPPORT USING DESIGN SOFTWARE." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 7, no. 1 (2018): 282–88. https://doi.org/10.5281/zenodo.1146154.

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The research is conducted with study of existing researches in the field of siesmc behaviour of buildings. Base isolation is one of the technology applied to reduce the effect of earthquake effect. The principle is to disconnect the base of the building from footing ground. The problem is taken as residential building design to withstand building against seismic action. Two types of base are used to analyze and compare building first is building with fixed base and second case is building with lead rubber bearing support. Two software STAAD Pro and SAP 2000 are used to test fixed and lead rubb

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Kushwaha, Mr Harsh, and Prof Rahul Sharma. "Analysis of Tall Building by Various Types of Structural Forms under Earthquake Analysis." International Journal for Research in Applied Science and Engineering Technology 10, no. 12 (2022): 1666–75. http://dx.doi.org/10.22214/ijraset.2022.48312.

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Abstract: In the current world scenario, high-rise buildings are favoured due to the rapid rise in land values, land shortages, and to conserve land in rural areas for agricultural use. The construction of high-rise buildings primarily depends on wind and seismic loads. The performance of buildings depends on the structural configuration. The structural system of a high-rise building is designed to work with vertical gravity loads and mainly with lateral loads caused by wind and seismic activity. The structural system consists only of elements designed to transfer loads, all other elements tha

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Tadakhe,, Saisarthak, Aniket Nikam,, Saurav Bhagat, Sarthak Khalekar, and Sanket Gore. "Design and Analysis G+3 Residential and Commercial Building Using Staad Pro Software." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 09, no. 04 (2025): 1–9. https://doi.org/10.55041/ijsrem43856.

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The structural design and analysis of multi-story buildings play a crucial role in ensuring safety, durability, and cost-effectiveness. This project focuses on the design and analysis of a G+3 (Ground plus three floors) residential and commercial building using ETABS and RCDC software. The aim is to develop an efficient, structurally sound, and economically viable design that adheres to the provisions of the Indian Standard Codes, including IS 456:2000 for reinforced concrete structures and IS 1893:2016 for seismic design

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Kumar, Aayush. "Static Analysis and Design of Multistorey (G+3) Residential Building using STAAD Pro." International Journal for Research in Applied Science and Engineering Technology 13, no. 5 (2025): 6294–300. https://doi.org/10.22214/ijraset.2025.71654.

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In this project, an attempt is made to analysis and design a multi-storey building (G+3, Residential Building) using STAAD Pro software. In the present scenario, huge numbers of structures have constructed in the world for numerous purposes. These structures have been designed from different techniques such as load bearing wall structures, framed structures, shell structures, composite structures, etc. In the present study has been focused on G+3 stories residential building for evaluate the static responses. The building has been constructed in symmetrical throughout with using framed structu

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Tuleyev, Ali T., Zhassulan A. Omarov, Vladimir A. Lapin, and Yrken S. Aldakhov. "Dynamic testing of a high-rise monolithic building." Earthquake Engineering. Construction Safety, no. 5 (October 25, 2024): 66–82. http://dx.doi.org/10.37153/10.37153/2618-9283-2024-5-66-82.

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The task is to determine the dynamic characteristics of a 35-storey monolithic building in the city of Almaty. Dynamic tests were performed using a V-3 inertial vibration machine installed on the building floor. Oscillations were recorded using a digital instrumentation system. The results of dynamic tests of a 35-storey building of a frame-wall structure (monolithic) were obtained. For the first time, vibration periods were obtained for the first three vibration forms of a high-rise building, respectively, 1.38 s; 0.38 s; 0.195 s. Values of accelerations are determined by 3 forms of oscillati

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V. Raut, Akshay, and Prof RVRK Prasad. "Pushover Analysis of G+3 Reinforced Concrete Building with soft storey." IOSR Journal of Mechanical and Civil Engineering 11, no. 4 (2014): 25–29. http://dx.doi.org/10.9790/1684-11412529.

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Choudhary, Kamlesh Kumar, and Mohammad Yaseen Khan. "A Study between Zone 4 and Zone 5 of G+20 High-Rise Building Using ETABS Software: A Review." International Journal of Recent Advances in Multidisciplinary Topics 5, no. 8 (2024): 88–91. https://doi.org/10.5281/zenodo.13624999.

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These People moved from rural to urban areas as a result of the industrial revolution and population increase, necessitating the development of multi-story buildings for both residential and commercial purposes. Because tall structures are not built to withstand lateral loads sufficiently, the structure collapses completely. Construction of earthquake-resistant buildings takes into account a number of factors, including the building's intrinsic frequency, damping factor, kind of base, significance, and ductility. In order to design earthquake-resistant structures, it is crucial to comprehend s

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Yassin, Amer, and Rifat Resatoglu. "RC BUILDINGS RESPONSE TO EARTHQUAKES: NONLINEAR STATIC ANALYSIS CONSIDERING VARYING SOIL TYPES AND SEISMIC CODES." International Journal for Computational Civil and Structural Engineering 20, no. 3 (2024): 125–44. https://doi.org/10.22337/2587-9618-2024-20-3-125-144.

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Reinforced concrete (RC) building construction remains predominant in Northern Cyprus, offering resilience against natural disasters when appropriately designed and implemented. This paper presents a seismic analysis of RC building systems across different stories, configurations, and soil classes, according to three seismic design codes: The Northern Cyprus Seismic Code 2015 (NCSC-2015), Eurocode 8 (EC 8), and Turkish Buildings Earthquake Code 2018 (TBEC-2018). The study compares regular and irregular forms of Moment Resisting Frame (MRF) and MRF combined with Shear Walls (MRF+SW) systems in

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13

Bhat, Akeel Firdos, and Er Vikas Kumar. "Comparative Study on Deflection of a Multistoried Building with Shear Wall and Core Wall." International Journal for Research in Applied Science and Engineering Technology 10, no. 5 (2022): 3743–58. http://dx.doi.org/10.22214/ijraset.2022.43212.

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Abstract: To ensure the seismic effectiveness of highrise buildings different systems of lateral restraints are provided e.g., bracings, shear walls, core walls etc. In the present study, deflection of various joints, storeys & also the drifts have been gone through. For this purpose, 3 different models of multi-storeyed buildings were prepared consisting of a G+6 building with shear wall at the centre of edges on exterior walls, G+6 building with a core wall & G+8 building with a core wall were prepared using an integrated building designing software known as ETABS- 2016 (student vers

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14

Arunkumar, S., and M.Raffikbasha. "Seismic and Wind Analysis of Hostel Building (G+3) Using STAAD Pro." Journal of Engineering Analysis and Design 5, no. 1 (2023): 1–15. https://doi.org/10.5281/zenodo.7601816.

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<em>Due to the growing population, it is becoming more difficult to build homes individually because each person needs a vast space. High rise building adaptation has therefore increased. Before a structure is built, it is crucial that civil engineers evaluate and design it. Software is required to obtain precise values for the loads, stresses, and bending moments of a part. STAAD PRO is the programme that can create intricate architectural models. Because of its precision, structural engineers have employed it. STAAD PRO software has examined our building's 120-student capacity model. It

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Patel, Hemanshukumar A. "Seismic Analysis of G+20 Story Inclined Sky Bridge Building and Conventional Building." International Journal for Research in Applied Science and Engineering Technology 13, no. 7 (2025): 398–403. https://doi.org/10.22214/ijraset.2025.73007.

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Seismic analysis of adjacent buildings linked through Inclined sky bridges using ETABS 2021.This project aims to carry out the Seismic analysis of adjacent buildings connected at different levels with Inclined sky bridges. The study assesses selected alternatives by changing the position of Inclined sky bridges at three sections in height, mid-height (1/2), three quarterheight (3/4), and the top of the buildings. Both static and dynamic earthquake loading cases are imposed, based on the seismic codes, to evaluate inter-story drift, base shear and joint displacements. Buildings with and without

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Patel, Hemanshukumar A. "Seismic Analysis of G+20 Story Horizontal Sky Bridge Building and Conventional Building." International Journal for Research in Applied Science and Engineering Technology 13, no. 7 (2025): 751–56. https://doi.org/10.22214/ijraset.2025.73006.

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Seismic analysis of adjacent buildings linked through Horizontal sky bridges using ETABS 2021.This project aims to carry out the Seismic analysis of adjacent buildings connected at different levels with Horizontal sky bridges. The study assesses selected alternatives by changing the position of Horizontal sky bridges at three sections in height, mid-height (1/2), three quarter-height (3/4), and the top of the buildings. Both static and dynamic earthquake loading cases are imposed, based on the seismic codes, to evaluate inter-story drift, base shear and joint displacements. Buildings with and

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17

Roberts, Lois. "Discussion of “Partnering: Building a Stronger Design Team” by Richard G. Weingardt." Journal of Architectural Engineering 3, no. 3 (1997): 142. http://dx.doi.org/10.1061/(asce)1076-0431(1997)3:3(142).

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Weingardt, Richard G. "Closure to “Partnering: Building a Stronger Design Team” by Richard G. Weingardt." Journal of Architectural Engineering 3, no. 3 (1997): 142. http://dx.doi.org/10.1061/(asce)1076-0431(1997)3:3(142.2).

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Mohammed, Gazanfer, and Rajashree Chinta Prof. "Analysis Of Multistoried Irregular Building With And Without Floating Column Using Etabs." Journal of Scientific Research and Technology (JSRT) 1, no. 6 (2023): 100–118. https://doi.org/10.5281/zenodo.8317104.

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In construction scenario of present days, floating column is growing as a new feature for the reinforced concrete framed buildings in urban regions of India. Generally, in earthquake prone areas such type of practices is undesirable. Use of floating column tends to increase the moments in columns, storey shear and storey drifts, etc. which ultimately decreases the strength of structures. The present study emphasizes to evaluate the presence and absence of floating column in high rise Irregular building for the different cases of RC frames were studied and analysed by dynamic analysis. In prese

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Krishna, Himanshu, and Prince Yadav. "Study the Seismic Behavior of Special Columns in Multi-Story (G+4) Building for Seismic Zone III." International Journal for Research in Applied Science and Engineering Technology 10, no. 8 (2022): 749–53. http://dx.doi.org/10.22214/ijraset.2022.46215.

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Abstract: Columns are RC building structural elements that are primarily subjected to axial load and moments as they transport them from the superstructure to the substructure. Columns of various shapes and sizes are used. Popular column shapes include square, rectangular, and circular columns, as well as L-shaped, T-shaped, and (+) shaped columns, which are uncommon but provide more interior space than commonly used column shapes. This study aims to examine the seismic performance of multistory G+4 buildings with Rectangular columns and building with specially shaped columns. According to IS

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Yassin, Amer, and Rifat Resatoglu. "Nonlinear Static Analysis of RC Buildings: Effects of Soil Type and Seismic Code Differences on Structural Performance." Journal of Sustainable Architecture and Civil Engineering 35, no. 3 (2024): 111–29. http://dx.doi.org/10.5755/j01.sace.35.3.35817.

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Reinforced concrete (RC) building construction remains predominant in Northern Cyprus, offering resilience against natural disasters when appropriately designed and implemented. The study presents a seismic analysis of RC building models across different soil classes, stories, and configurations, according to multiple seismic design codes: Eurocode 8 (EC8), Northern Cyprus Seismic Code 2015 (NCSC-2015), and Turkish Buildings Earthquake Code 2018 (TBEC-2018). This paper compares regular and irregular forms of Moment Resisting Frame (MRF) and MRF combined with Shear Walls (MRF+SW) systems in var

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Yassin, Amer, and Rifat Resatoglu. "Nonlinear Static Analysis of RC Buildings: Effects of Soil Type and Seismic Code Differences on Structural Performance." Journal of Sustainable Architecture and Civil Engineering 36, no. 3 (2024): 111–29. http://dx.doi.org/10.5755/j01.sace.36.3.35817.

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Reinforced concrete (RC) building construction remains predominant in Northern Cyprus, offering resilience against natural disasters when appropriately designed and implemented. The study presents a seismic analysis of RC building models across different soil classes, stories, and configurations, according to multiple seismic design codes: Eurocode 8 (EC8), Northern Cyprus Seismic Code 2015 (NCSC-2015), and Turkish Buildings Earthquake Code 2018 (TBEC-2018). This paper compares regular and irregular forms of Moment Resisting Frame (MRF) and MRF combined with Shear Walls (MRF+SW) systems in var

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Pranveer and Mr Vishnu Kumar. "Planning, Analysis, Design and Estimation of a Residential Building." International Journal for Research in Applied Science and Engineering Technology 13, no. 1 (2025): 1133–62. https://doi.org/10.22214/ijraset.2025.66517.

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Abstract: One of the main issues facing the nation is its fast expanding population, which requires more facilities due to the limited amount of land available. To some extent, this can be resolved by developing residential buildings. A residential building is any structure that offers lodging, such as private homes, apartments, hotels, dorms, or other types of lodging. In this project, a 40 x 60-foot G+5 residential building with three bedrooms, a hall, and a kitchen will be analyzed and designed in accordance with local guidelines as well as municipal rules and regulations. In accordance wit

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Ibrahim, Rayan, Rebecca Jackson, and Erika L. C. King. "Introducing 3-Path Domination in Graphs." Journal of Combinatorial Mathematics and Combinatorial Computing 121, no. 1 (2024): 97–106. http://dx.doi.org/10.61091/jcmcc121-10.

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The dominating set of a graph G is a set of vertices D such that for every v ∈ V ( G ) either v ∈ D or v is adjacent to a vertex in D . The domination number, denoted γ ( G ) , is the minimum number of vertices in a dominating set. In 1998, Haynes and Slater [1] introduced paired-domination. Building on paired-domination, we introduce 3-path domination. We define a 3-path dominating set of G to be D = { Q 1 , Q 2 , … , Q k | Q i is a 3-path } such that the vertex set V ( D ) = V ( Q 1 ) ∪ V ( Q 2 ) ∪ ⋯ ∪ V ( Q k ) is a dominating set. We define the 3-path domination number, denoted by γ P 3 (

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N, SRAVAN KUMAR. "MODELLING AND LAYOUT OF G+3 RESIDENTIAL BUILDING USING AUTOCAD AND 3DS MAX." International Research Journal of Education and Technology 6, no. 11 (2024): 1110–13. https://doi.org/10.70127/irjedt.vol.6.issue12.1113.

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Srivastav, Shubham, and Deepak Kumar. "A Research Paper on Residential G+2 Story Building." International Journal for Research in Applied Science and Engineering Technology 11, no. 5 (2023): 4701–4. http://dx.doi.org/10.22214/ijraset.2023.52494.

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Abstract: The principle objective of this project is to analyse and design a multi-storied building {G + 2(3-dimensional frame)} using STAAD Pro. The design involves load calculations manually and analysing the whole structure by STAAD Pro. The design methods used in STAAD-Pro analysis are Limit State Design conforming to Indian Standard Code of Practice. STAAD. Pro features a state-ofthe-art user interface, visualization tools, powerful analysis and design engines with advanced finite element and dynamic analysis capabilities. From model generation, analysis and design to visualization and re

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Mohammed, Zameer Ahamed J., and Ranjitha S. "Design and Analysis of a Multistorey (G+3) Residential Structure using AUTOCAD & STAAD PRO." Journal of Sustainable Construction Engineering and Project Management 7, no. 2 (2024): 41–53. https://doi.org/10.5281/zenodo.12755187.

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<em>For a structural engineer to remain competitive in the continuously expanding industry, time-saving is crucial. In response, an effort is made to use the software program staad pro to study and design a multistory building. When studying a multi-story building, it is important to take into account all potential loading scenarios and ensure that the structure is safe under all circumstances. Numerous techniques exist for analyzing various frames, including the Matrix approach, Kani's method, the cantilever method, and the portal method. The goal of the current project is to design and analy

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G.Prasanna, Lakshmi* Dr M.Helen Santhi. "SEISMIC EVALUATION OF RESIDENTIAL BUILDING WITH MASONRY WALL USING ETABS." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 5, no. 5 (2016): 806–13. https://doi.org/10.5281/zenodo.51966.

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Past earthquakes showed poor performance of reinforced concrete framed buildings infilled with masonry wall. This study focuses on the evaluation of G+3 storeyed residential Reinforced Concrete (RC) building with brick masonry wall subjected to earthquake load. The influence of masonry on the seismic resistance of RC building is studied. The strut action with different percentage of opening for doors and windows are analysed. The building is assumed to be located in seismic zone III. The building is designed as per IS 456-2000 and the lateral loads are determined as per sixth revision of IS 18

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Kim, Han Sae, Joshua Carpenter, and Jinha Jung. "Automated LoD-3 Reconstruction Using Oblique UAV Images." International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences XLVIII-G-2025 (July 28, 2025): 797–804. https://doi.org/10.5194/isprs-archives-xlviii-g-2025-797-2025.

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Abstract. Urban modeling has increasingly gathered attention for urban resilience simulation studies. However, existing methodologies often fall short in reconstructing detailed building facades necessary for Level of Detail (LoD) 3 modeling. This study presents an automated LoD-3 reconstruction framework using oblique UAV images, which remains underexplored for efficient and scalable LoD-3 reconstruction. The proposed method integrates photogrammetry-based processing with deep learning-based window detection. Our approach consists of extracting roof structures, generating simulated facade ima

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Tuomi, Tapani, Kari Reijula, Tom Johnsson, et al. "Mycotoxins in Crude Building Materials from Water-Damaged Buildings." Applied and Environmental Microbiology 66, no. 5 (2000): 1899–904. http://dx.doi.org/10.1128/aem.66.5.1899-1904.2000.

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ABSTRACT We analyzed 79 bulk samples of moldy interior finishes from Finnish buildings with moisture problems for 17 mycotoxins, as well as for fungi that could be isolated using one medium and one set of growth conditions. We found the aflatoxin precursor, sterigmatocystin, in 24% of the samples and trichothecenes in 19% of the samples. Trichothecenes found included satratoxin G or H in five samples; diacetoxyscirpenol in five samples; and 3-acetyl-deoxynivalenol, deoxynivalenol, verrucarol, or T-2-tetraol in an additional five samples. Citrinine was found in three samples. Aspergillus versic

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R., Sateesh Kumar, Deepak J., and Srinivas |. T. Prashanth O. "Heat Load Calculations and Duct Design for Commercial Building G 2." International Journal of Trend in Scientific Research and Development 3, no. 3 (2019): 1253–58. https://doi.org/10.31142/ijtsrd23309.

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The modern commercial or office building consists of the HVAC system which is Heating, Ventilation, Air conditioned. In this report, we'll going to identify the purpose and goals of HVAC system, describe HVAC types, describe HVAC parts and describe how this part works together or its working cycle. outsides to air conditioning there are ventilation systems like ceiling fan, fresh air supply and exhaust fan where ceiling fan is used is used to ventilate the air with rotating blades and exhaust fan is used to displace the inside air to the outside environment, fresh air supply is used to dis

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Patel, Asst Prof Nirav, and Chhining Lal Thapa Magar. "ANALYSIS AND DESIGN OF BUILDING (B+G+10) WITH FLAT SLABS IN ZONE ‘II’ USING ETABS AND SAFE SOFTWARE." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 07, no. 10 (2023): 1–11. http://dx.doi.org/10.55041/ijsrem26197.

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Structural Engineering is a Branch of civil engineering which deals in the determination of behaviour of structures in order to predict the responses of real structures like bridges, Buildings, etc. under the improvement of expected loading and external environment during the service life of the structure. Structural Engineers these days are up against the challenging task of striving for the most efficient and most economical design with accuracy in solution while guaranteeing the final design of a building is serviceable for its design lifetime. In reality it’s very difficult to predict with

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Kene, Piyush. "A Comparative Study on Analysis of a Conventional Multi-Storey Building & a Monocolumn Building." International Journal for Research in Applied Science and Engineering Technology 9, no. VI (2021): 3851–59. http://dx.doi.org/10.22214/ijraset.2021.35964.

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The comparative study on analysis of RCC Frame structure supported on a single column and multi-column is done in this project. Cost comparison , Ground space comparison is done between RCC single column and RCC multi column structure .This paper presents structural modelling, stress, bending moment, shear force and displacement, deflection design considerations for a structure and it is analysed using STAAD-Pro. Various steps involved in designing of RCC Frame structure supported on a single column and multi-column by using software are Geometric Modelling, providing material properties and s

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Waqas, Abu. "Analysis of a G+12 3-Dimensional Building Frame considering Green Building and Energy Efficient Technique using Analysis Tool ETABS." International Journal for Research in Applied Science and Engineering Technology 7, no. 5 (2019): 621–26. http://dx.doi.org/10.22214/ijraset.2019.5106.

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Prasanth, S., Goutam Ghosh, Praveen Kumar Gupta, Claudia Casapulla, and Linda Giresini. "Accounting for Resilience in the Selection of R Factors for a RC Unsymmetrical Building." Applied Sciences 13, no. 3 (2023): 1316. http://dx.doi.org/10.3390/app13031316.

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Several design codes consider the non-linear response of a building by using one of the most important seismic parameters, called the response reduction factor (R). The lack of a detailed description of the R factor selection creates the need for a deeper study. This paper emphasises a methodology for the selection of a proper R factor based on resilience aspects. Unsymmetrical/irregular buildings have become the most common in recent times due to aesthetic purposes. However, because of the complexity due to the torsional effect, the selection of the R factor is even more difficult for this ty

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Han, Sunghyu. "MDS Self-Dual Codes and Antiorthogonal Matrices over Galois Rings." Information 10, no. 4 (2019): 153. http://dx.doi.org/10.3390/info10040153.

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In this study, we explore maximum distance separable (MDS) self-dual codes over Galois rings G R ( p m , r ) with p ≡ − 1 ( mod 4 ) and odd r. Using the building-up construction, we construct MDS self-dual codes of length four and eight over G R ( p m , 3 ) with ( p = 3 and m = 2 , 3 , 4 , 5 , 6 ), ( p = 7 and m = 2 , 3 ), ( p = 11 and m = 2 ), ( p = 19 and m = 2 ), ( p = 23 and m = 2 ), and ( p = 31 and m = 2 ). In the building-up construction, it is important to determine the existence of a square matrix U such that U U T = − I , which is called an antiorthogonal matrix. We prove that there

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Prajapati, Shivam. "“Analysis of Seismic Behaviours of RC Frame Structure With Bracing System and Without Bracing System”." International Journal for Research in Applied Science and Engineering Technology 10, no. 6 (2022): 1614–19. http://dx.doi.org/10.22214/ijraset.2022.43868.

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Abstract: This work time history analysis is carried out for G+23 storey steel frame building with different pattern of bracing system. The member property of beams 300mm X 400mm and columns 300mm X 500mm and ISLB250 sections are used to compare for same patterns of beam, column and bracings. A software package ETABS SOFTWARE is using for the analysis of steel buildings and different parameters are compared. The property of the section is used as IS 456:2016 and per IS 800:2007 which is analysis for various types of bracings like X, V, inverted V, Eccen Forward, Eccen Back and without bracing

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Drop, Marcin, Xavier Bantreil, Katarzyna Grychowska, et al. "Continuous flow ring-closing metathesis, an environmentally-friendly route to 2,5-dihydro-1H-pyrrole-3-carboxylates." Green Chemistry 19, no. 7 (2017): 1647–52. http://dx.doi.org/10.1039/c7gc00235a.

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Li, L., H. Yang, Q. Chen, and X. Liu. "A STATISTICAL TEXTURE FEATURE FOR BUILDING COLLAPSE INFORMATION EXTRACTION OF SAR IMAGE." ISPRS - International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences XLII-3 (April 30, 2018): 871–76. http://dx.doi.org/10.5194/isprs-archives-xlii-3-871-2018.

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Synthetic Aperture Radar (SAR) has become one of the most important ways to extract post-disaster collapsed building information, due to its extreme versatility and almost all-weather, day-and-night working capability, etc. In view of the fact that the inherent statistical distribution of speckle in SAR images is not used to extract collapsed building information, this paper proposed a novel texture feature of statistical models of SAR images to extract the collapsed buildings. In the proposed feature, the texture parameter of G<sup>0</sup> distribution from SAR images is used to r

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Quadri, Shabbir Ahmed, Moinuddin, Faisal, et al. "Development of Laminar Box Setup for DSSI Analysis of G+3 Building with Isolated Foundation." Emperor Journal of Applied Scientific Research 02, no. 08 (2020): 18–25. http://dx.doi.org/10.35338/ejasr.2020.2803.

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Prashant, Gusain, Mahara Solindar, Thakur Riya, Vikramaditya Singh Rajkumar, Ramching Sharad, and Teri Tassar. "Structural Analysis and Design of a G+3 Residential Building: A Comparative Study in Dehradun." Research and Review: Journal of Structural and Building Construction 1, no. 2 (2025): 14–18. https://doi.org/10.5281/zenodo.15385906.

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<em>This paper presents a theoretical exploration of the structural analysis and design process for a G+3 (Ground plus three floors) residential building. The core objective is to compare traditional manual calculation techniques with the capabilities of structural analysis software (specifically STAAD Pro). The analysis considers fundamental load types: gravity loads (dead and live loads, following Indian Standard IS 875) and lateral loads, particularly seismic forces evaluated using the Equivalent Static Method outlined in IS 1893 (Part 1): 2016. Key structural elements like slabs, beams, an

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БАБЕНКО, ОЛЕКСІЙ, ДМИТРО СТЕПАНОВ та НАТАЛІЯ СТЕПАНОВА. "МОДЕЛЮВАННЯ ЕНЕРГОЕФЕКТИВНОСТІ ЖИТЛОВОЇ БУДІВЛІ ЗА УМОВ РІЗНИХ ДЖЕРЕЛ ТЕПЛОВОЇ ЕНЕРГІЇ". Herald of Khmelnytskyi National University. Technical sciences 337, № 3(2) (2024): 27–32. http://dx.doi.org/10.31891/2307-5732-2024-337-3-3.

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The paper presents the results of modeling the process of energy consumption in public, residential, and commercial buildings as a result of the use of various sources of thermal energy. Buildings with such energy sources as: a) a low-temperature gas boiler with a capacity of up to 120 kW for the needs of heat supply of a residential building and freon air conditioning systems for the needs of cooling the building; b) a gas condensing boiler with a thermal capacity of up to 120 kW with a temperature regime of 55/45°C for heat supply and freon air conditioning systems for cooling; c) reversible

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NI, J. Q., A. J. HEBER, T. T. LIM, C. A. DIEHL, R. K. DUGGIRALA, and B. L. HAYMORE. "Hydrogen sulphide emission from two large pig-finishing buildings with long-term high-frequency measurements." Journal of Agricultural Science 138, no. 2 (2002): 227–36. http://dx.doi.org/10.1017/s0021859601001824.

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Hydrogen sulphide (H2S) is a common toxic air pollutant and is emitted from decomposing manure at animal facilities. However, there have been only a few studies of H2S emissions from animal buildings, especially those involving long-term, high-frequency measurements. In the current study, H2S emissions from two, 1000-head pig-finishing buildings in Illinois, USA, were monitored with a high-frequency measurement system for 6 months in 1997 during two, partial, pig-growth cycles. Air sample streams were continuously taken from the pit headspace, and the pit and wall fan exhaust air. Hydrogen sul

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Geller, Pamela L. "Building Nation, Becoming Object: The Bio-Politics of the Samuel G. Morton Crania Collection." Historical Archaeology 54, no. 1 (2020): 52–70. http://dx.doi.org/10.1007/s41636-019-00218-3.

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Boonyapinyo, Virote, and Norathape Choopool. "Seismic Performance and Cost Evaluations of Reinforced Concrete Buildings with Various Ductility in Moderate Seismic Zone." Journal of Earthquake and Tsunami 08, no. 02 (2014): 1450005. http://dx.doi.org/10.1142/s1793431114500055.

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This study is focused on the effects of the new standard of the building design under seismic loading in Thailand (DPT 1302-52) on cost estimates and the seismic performance of nine-story reinforced concrete apartment buildings with various ductility in moderate seismic zone and a gravity load designed (GLD) building. Both the nonlinear static pushover and nonlinear dynamic analyses are applied. Comparisons of performance point (PF) evaluation of studied frames are investigated by three different methods, namely, capacity spectrum method (CSM), inelastic demand diagram method (IDDM), and nonli

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Ranjan, Amay Kumar, and Dipali Jaiswal. "An Experimental Approach on Design Analysis of G+ 3 Multistory Building using Staad-Pro and Autocad." International Journal of Research 11, no. 3 (2024): 162–70. https://doi.org/10.5281/zenodo.10854554.

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<em>Structural planning and analysis is an art and science of designing with economy, elegance and sturdiness. Structural designing requires an in-depth structural analysis on which the planning is predicted, to compete within the ever competitive market, The use of software can save many-man hours and efforts in structural analysis and an effort was made in the present study to achieve this objective. Study deals with the planning and analysis of G+3 multi-storey building using AutoCAD and Staad-Pro software. The building consists of a parking space on the ground floor and the other three uni

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CARBONE, LISA, and LEIGH COBBS. "INFINITE DESCENDING CHAINS OF COCOMPACT LATTICES IN KAC–MOODY GROUPS." Journal of Algebra and Its Applications 10, no. 06 (2011): 1187–219. http://dx.doi.org/10.1142/s0219498811005130.

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Let A be a symmetrizable affine or hyperbolic generalized Cartan matrix. Let G be a locally compact Kac–Moody group associated to A over a finite field 𝔽q. We suppose that G has type ∞, that is, the Weyl group W of G is a free product of ℤ/2ℤ's. This includes all locally compact Kac–Moody groups of rank 2 and three possible locally compact rank 3 Kac–Moody groups of noncompact hyperbolic type. For every prime power q, we give a sufficient condition for the rank 2 Kac–Moody group G to contain a cocompact lattice [Formula: see text] with quotient a simplex, and we show that this condition is sat

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48

Bhawsar, Piyush, and Dr Umesh Pendharkar. "A Comparative Study of the Seismic Behaviour of G+20 Storey Symmetrical Buildings Constructed with Light Weight Concrete and Normal Weight Concrete." International Journal for Research in Applied Science and Engineering Technology 11, no. 10 (2023): 2070–79. http://dx.doi.org/10.22214/ijraset.2023.56399.

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Abstract: Concrete with a density of less than 2000 kg/m^3 is considered lightweight concrete. Structural lightweight concrete (SLWC) is used to reduce the dead load of concrete structures. The purpose of this research is to examine and compare the results of SLWC made with scoria and normal weight concrete (NWC) and normal and light weight concrete(NAL) multistorey buildings. Multistorey buildings are often constructed of ordinary concrete, steel, and other materials. They are subjected to heavy loads, requiring heavy construction that may not be cost-effective. In this paper, a G+20multistor

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Dudhal, Mr Vaibhav B. "Effect of Variation in Shapes of High Rise Structures on Resistance against Seismic Loads." International Journal for Research in Applied Science and Engineering Technology 11, no. 6 (2023): 1659–64. http://dx.doi.org/10.22214/ijraset.2023.53943.

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Abstract: When a building is carried by Heavy Loads, which includes both Earthquakes and wind loads, a major building collapse occurs. Many modern buildings are involved in the value of buildings, and it is very difficult to plan with a standard design. This inconsistency is the cause of building collapse due to flexible loads. As a result, thorough research is needed to achieve high performance and even poor configuration. The impact of vertical alignment and bulk instability on multi-storey buildings under flexible loads is investigated in this work. Three RC building frames have been select

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Reshi, Sameer Ahmad, and Bharmjeet Singh. "A Study on Seismic Response of RCC Buildings on Hill Slopes Using STAAD.Pro." International Journal for Research in Applied Science and Engineering Technology 10, no. 4 (2022): 2909–20. http://dx.doi.org/10.22214/ijraset.2022.41932.

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Abstract: The majority of India's hilly regions are prone to earthquakes. A building on a steep slope is distinct from other structures. That is to say, structures that are to be constructed on hilly terrain have a higher risk factor of falling prey to seismic activities as compared to their counterparts built on a rather plainer terrain. The numerous floors/storeys of such a structure step back towards the hill slope, and buildings may also have setbacks. As such, the column of a hill structure sits at different heights on the angle of the terrain; its analysis differs from that of buildings

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