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1

Patil, Akshay Mukund, and Kushwaha Nitesh. "Comparative Study on Analysis and Design of Skew Bridge by STAAD and ETABS Software using Finite Element Method." International Journal of Trend in Scientific Research and Development 4, no. 1 (2019): 970–77. https://doi.org/10.5281/zenodo.3609859.

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Skew bridges are required to cross the drains at any angle other than normal. These can be helpful in making straight crossing or utilizing the available land where normal crossing are either impossible or not suitable. The slab bridges are uneconomical for large spans due to excessive design thickness but good for small spans due to its easy execution.Bending Moment result comparison between both software i.e. Staad Pro and Etabs show little variation For Span 15 m on Staad Pro and Etabs is 74.518 kn sq.mm and 68.40kn sq.mm respectively, For Span 17 m on Staad Pro and Etabs is 71.47 kn sq.mm
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2

Husein, Saddam, and Mardis Darwis. "Implementasi Software ETABS( Extended Three Dimensional Analysis of Building System) Untuk Struktur Gedung Kos 3 Lantai Kab.Gowa." Jurnal Bangunan Konstruksi (BARAKKA) 2, no. 2 (2024): 104–9. https://doi.org/10.63877/jbk.v2i2.98.

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Penggunaan perangkat lunak untuk analisis dan desain struktur telah menjadi kebutuhan utama dalam dunia teknik sipil. ETABS (Extended Three-Dimensional Analysis of Building Systems) merupakan salah satu perangkat lunak populer yang digunakan untuk menganalisis kekuatan, stabilitas, dan kelayakan struktur bangunan. Artikel ini membahas implementasi ETABS dalam proses pengecekan struktur bangunan. Proses meliputi modelisasi, input data beban, analisis, dan interpretasi hasil untuk mengevaluasi kinerja struktur. Hasilnya menunjukkan bahwa ETABS meningkatkan efisiensi dan akurasi dalam perancangan
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3

Abbas, Dr Hajer Satih, Dr Majid M. Kharnoob, Dr Noor Salim Atia, and Dr Bassam Farman Bassam. "Analysis or Design of Composite Column by Using Etabs Software." Webology 19, no. 1 (2022): 5289–301. http://dx.doi.org/10.14704/web/v19i1/web19355.

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As the world business enlarging day by day, and designing of the buildings are getting complex and demanding more technology to enhance its stability, performances, cost, duration and its uniqueness of designing. At the later part of development in civil engineer majority of the work was transformed from conventional system to a well organized and computerized system, most of the time the company employees and owners were in live risk, due to non availability of technology. As time goes technology develops, having this in mind we had also suggested using Etabs software in our design. Etabs is
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4

Bagu, Renuka Nageswari, and Sai Ganesh Sanagapalli. "Nonlinear Pushover Analysis of Multi-Storied Structure Using ETABS Software." International Journal of Research Publication and Reviews 4, no. 4 (2023): 4186–90. http://dx.doi.org/10.55248/gengpi.4.423.37763.

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Lonare, Mrunal. "Review Paper on Studying the Behavior and Comparison of Flat Slab and Waffle Slab System in Same Building under Seismic Condition." International Journal for Research in Applied Science and Engineering Technology 10, no. 1 (2022): 1173–78. http://dx.doi.org/10.22214/ijraset.2022.40009.

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Abstract: There has been an associated increasing demand for the construction of tall buildings thanks to associate everincreasing urbanization and increase in population. The modeling of such earthquake and wind masses has to be done, therefore evaluating the behavior of the structure with a transparent perspective of the injury that's expected. to research the structure for numerous earthquake and wind intensities and so perform checks for numerous criteria at every level has become vital apply for the last few decades. The principal objective of this project is to research flat blocks and w
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Vedantee, Prasad Shukla, Pradeep Rote Sayali, and Bharat Kamble Manoj. "Comparative Analysis and Design of Regular and Irregular Building and its Behaviour at Different Earthquake Zone by Using Etabs and Rcdc Software." International Journal of Trend in Scientific Research and Development 2, no. 4 (2018): 1955–59. https://doi.org/10.31142/ijtsrd14539.

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In civil structure static analysis is perform for R.C.C frame regular and irregular building upto G 15 storey by using "Response Spectrum Method". The problems introduced due to discontinuity in stiffness, mass and geometry of structure.IS codes are used for design of various civil engineering structures and their specification. These elements are designed by using software ETABS. And consider seismic load and wind load. For load combination use code IS 1893 2002. Irregular building is compared in all four zones. The designing has been carried out in ETABS software software that deal
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7

Patil, Tushar D., Rohan P. Joshi, Kaustubh M. Manudhane, Abhijit A. Shinde, Vipul S. Tekawade, and Dr Vidya R. Saraf. "Static Analysis and Design of G+20 RCC Framed Structure by using ETABS Software." International Journal for Research in Applied Science and Engineering Technology 11, no. 4 (2023): 3466–78. http://dx.doi.org/10.22214/ijraset.2023.50986.

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Abstract: Practical knowledge is an important and essential skill required by every engineer. For obtaining this skill, an apartment building is analyzed and designed, seismic zone II with (G+20) stories having a car parking facility provided at basement floor. The building has a shear wall around the lift pit. The modelling and analysis of the structure is done by using ETABS and the designing was done. Design of slab, stair case are done manually. The design methods involve load calculations manually and analyzing the whole structure by ETABS. The design methods used in ETABS are limit state
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8

Li, Jia Cheng, Jing Ji, and Yi Xin Yuan. "Development of Conversion Program from ETABS to ABAQUS." Applied Mechanics and Materials 204-208 (October 2012): 4780–84. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.4780.

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ETABS has a powerful 3D modeling platform and ABAQUS provides an efficient explicit solver. By combining the advantages of ETABS and ABAQUS, this study found the difference in their model data files and used the MATLAB software to compile the conversion program, which can directly convert the ETABS models to ABAQUS. Finally, by comparing the calculated results of different analysis software, it is found that the calculated results were basically the same and the conversion process was correct.
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9

Hermawan, Fahmy, Bambang Endro Yuwono, Ruwaida Zayadi, et al. "Stimulating interest in civil engineering through the introduction of ETABS software at SMA Negeri 3 Jakarta." Community Empowerment 9, no. 7 (2024): 1022–26. http://dx.doi.org/10.31603/ce.11740.

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The rapid advancement of construction technology, particularly the use of ETABS software, demands a competent and adaptive workforce. This community service aimed to introduce students of SMA Negeri 3 Jakarta to ETABS technology, providing them with a solid foundation for entering the construction industry. The activity was conducted through direct demonstrations of ETABS software and a questionnaire to measure participants' understanding and interest. The results showed a significant increase in students' understanding of civil engineering concepts, particularly structural analysis. Furthermo
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10

Vijay Kumat Pandit. "Design and Seismic Performance Analysis of Multi-Story Building." Communications on Applied Nonlinear Analysis 32, no. 10s (2025): 2068–72. https://doi.org/10.52783/cana.v32.5378.

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This research aims to analyze and design a G+6 private residential structure using ETABS and STAAD.Pro. Traditional design methods are time-consuming and complex, whereas software-based approaches offer faster and more precise results. STAAD.Pro and ETABS employ the limit state method as per Indian Standard Codes. STAAD.Pro provides an advanced interface, visualization tools, and powerful analysis engines. This study considers dead load, live load, wind load, and seismic load combinations. The analysis includes defining structural components, applying loads, and evaluating results. A comparati
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11

Akshay, Kumar Jain. "Investigating the seismic behavior of multi-story buildings across diverse plan areas and heights using etabs software." i-manager’s Journal on Civil Engineering 14, no. 1 (2024): 18. http://dx.doi.org/10.26634/jce.14.1.20573.

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The understanding of the behavior of buildings during seismic events is paramount, particularly in regions susceptible to intense earthquakes. Through seismic analysis facilitated by tools like ETABS, engineers can craft structures capable of withstanding seismic forces. ETABS stands out as a versatile solution, accommodating a spectrum of structures ranging from elementary to intricate skyscrapers, whether static or dynamic. Its widespread adoption stems from its ability to cater to diverse building typologies. The engineers leverage ETABS to evaluate the structural integrity of buildings sit
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12

C K, Azhar. "Design and Analysis of (G+4) Residential Building Using ETABS." International Journal for Research in Applied Science and Engineering Technology 10, no. 7 (2022): 235–39. http://dx.doi.org/10.22214/ijraset.2022.45254.

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Abstract: Structural analysis is a branch that involves determining the behaviour of a structure to predict the response of different structural components due to loading effects. Every structure will be subjected to a load or set of loads, the various loads usually considered are dead load, live load, seismic load and wind load. In our project, we use ETABS software to analyse various loads such as dead load, live load, seismic load. The main objective of the project is to acquire sufficient knowledge of architectural planning, analysis and design. Practical knowledge is an important and esse
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13

Shital, Salunkhe. "Analysis of Multi-Storied Buildings for Plan Irregularities by Using ETAB." Journal of Earthquake Science and Soil Dynamics Engineering 5, no. 3 (2023): 1–10. https://doi.org/10.5281/zenodo.7550534.

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ETABS stands for three-dimensional analysis of building systems. ETABS is commonly used to analyze skyscrapers, concrete structure low- and high-rise buildings, this project mainly highlights for structural behavior of multi-story buildings with 2 different plan configurations like H shape and S shape modeling of 10-stories RCC framed buildings done on the ETABS software for analysis. Post-analysis of the structure included base shear, storey forces, story displacement, storey drift and then compared. The presence of irregularity in buildings is a matter of concern when it is subjected to deva
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14

Anuradha, P., D. Annapurna, M. Mary Soujanya, and Kanchala Nanchari. "Analysis of Seismic Behavior in Multi-Storeyed Building on Sloping Ground with Soft-Storey at Different Levels." International Journal of Environmental Sciences 11, no. 10s (2025): 376–94. https://doi.org/10.64252/3r6cba82.

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Civil engineering's core lies in structural design and analysis, critical for ensuring the safety and stability of buildings. While traditional methods are efficient, technological advancements, particularly in software like ETABS, are revolutionizing in this field.This study highlights the significance of integrating modern software tools ETABS, with conventional methods to improve efficiency and accuracy in analysis of multi-storied buildings. The primary objective of this project is to conduct a comprehensive analysis of a multi-storied building situated on sloping ground, featuring a soft
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15

Mahima, Rahangdale, and Kapadia Memon Kashfina. "A Review on Seismic Analysis of Multistory Building by using ETABS Software." Journal of Advances in Geotechnical Engineering 7, no. 2 (2024): 27–31. https://doi.org/10.5281/zenodo.12631788.

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<em>The primary applications of ETABS software include steel, concrete, and high-rise building structures. The purpose of the paper is to analyse the dead and live loads in various seismic zones of a multistory building. High-rise building design factors include strength, serviceability, and stability. ETABS 2016 is the software version that is being utilised. The primary goals of the current study are to compare the outcomes of seismic zones 2, 3, 4, and 5 as well as to ascertain the impacts of lateral loads on moments, shear force, axial force, base shear, maximum displacement, and tensile f
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16

Watekar, Deepak, Vedant Gaikwad, Raj Lokhande, and Shubham Kadam. "Seismic Analysis and Design of G+10 RCC Buildings across Different Environment Zones Using ETABS." International Journal for Research in Applied Science and Engineering Technology 13, no. 3 (2025): 2825–39. https://doi.org/10.22214/ijraset.2025.67922.

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Abstract: In India, reinforced concrete frame construction is the prevailing building practice. With the growing economy and urbanization, with the rising cost coupled with limited horizontal space and the demand for agricultural land, high-rise buildings are increasingly favored. These tall structures, must withstand both gravity and lateral forces. Given that many major Indian cities are located in high-risk seismic zones, hence strengthening buildings against lateral forces is essential. This study aims to compare seismic performance of G+10 storey structures in seismic Zones- II, III, IV a
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17

Kumar, Abjiheet, Rajeev Singh Parihar, Abhay Kumar Jha, Barun Kumar, and Rajesh Misra. "Structural Modelling of a (G+19) Building Considering Conventional and Diagrid Structure by Using ETABS and STAAD Pro." International Journal for Research in Applied Science and Engineering Technology 10, no. 10 (2022): 1302–6. http://dx.doi.org/10.22214/ijraset.2022.47176.

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Abstract: The structural analysis programme ETABS V19 and STAAD PRO connect edition has employed. The results were compared to both the software used in present study. Results show that the natural time period is 14.68% more as per STAAD compared with ETAB it observed that it is 58.72% approximately decreasing for diagrid structure, the storey drift is 46.58% more as per STAAD PRO compared with ETAB, however it is 35.99% approximately increasing for diagrid structure. The displacement is 3.98% more as per STAAD PRO compared with ETAB however it is 32.09% approximately decreasing for diagrid st
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18

Rifaldo, Rion, and Petrus Haryanto Wibowo. "Evaluasi Perhitungan Struktur Proyek Kaliban School 5 Lantai dengan Etabs." Journal of Civil Engineering and Planning 2, no. 2 (2021): 107. http://dx.doi.org/10.37253/jcep.v2i2.734.

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Structural planning that is not in accordance with regulations and theories can result in construction failure. As for one of the factors that influence planning errors is to take into account the burden on the building. The aim of this study is to evaluate the level of structural strength at Kaliban School and also to design solutions for structural strengthening. This study has 5 stages namely, structural design modeling, loading analysis, structural analysis, design, and design control. Structural analysis used ETABS application assistance and manual calculations in accordance with PPIUG, 1
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19

R., H. Mohankar*, Imran Alam Md., Gaurav Gopesh, and Choudhary Shubham. "A STUDY OF PORTAL FRAME USING ANALYTICAL METHODS AND ETABS SOFTWARE." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 5, no. 3 (2016): 835–40. https://doi.org/10.5281/zenodo.48372.

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Analysis of portal frames involves lot of complications and tedious calculations by conventional methods. To carry out such analysis is a time consuming task. The Moment Distribution Method &amp; Slope Deflection Method for analysis of portal frames can be handy in approximate and quick analysis so as to get the detailed estimates ready. In this work, these two methods have been applied only for vertical loading conditions. This paper mainly deals with the comparative analysis of the results obtained from the analysis of single bay portal frame when analyzed manually and using ETABS Software s
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20

Suthar, Devender Kumar, and Sabhilesh Singh. "Dynamic Analysis of Irregular Steel Building with or Without Diagrid Structure." International Journal of Innovative Research in Engineering and Management 10, no. 6 (2023): 12–18. http://dx.doi.org/10.55524/ijirem.2023.10.5.3.

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In this paper, our work presents the comparison of irregular steel structures with or without diagrids according to earthquake conditions proposed in IS 1893:2016. An irregular 2B + G+18 story steel building with plan size (15 m x15 m), located in zone IV having medium soil conditions is considered for analysis. The modelling and analysis are carried out using ETABS 2019 software. All structural members are designed as per IS456:2000. Analysis and study of both steel buildings, taking into account the dynamic analysis along the wind and the lateral effects of the wind and all load combinations
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Khursange, Ms Gunjan Manohar. "Study and Analysis of Seismic Performance of RC Structures with Various Building Classes and Orientations." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 08, no. 05 (2024): 1–5. http://dx.doi.org/10.55041/ijsrem35059.

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In the framework of this project, an attempt was made to find out the influence of the shape, size and direction of the rectangular columns of the construction plan on the general stiffness and seismic response of the building suffering from the earthquake. A multistory RC building is modeled using ETABS software with different column shapes (square and rectangular), column sizes (different cross-sectional area at building height), and column orientations to determine the effect of each on the stiffness and seismic response of the building. . . The analytical results of each model were compare
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Bong, Phil Benson, and Ika Bali. "Analysis of Base Shear and Story Drift in the Low-Rise RC Sructure." PRESUNIVE CIVIL ENGINEERING JOURNAL 2, no. 1 (2024): 18. http://dx.doi.org/10.33021/pcej.v2i1.5256.

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&lt;p class="Abstract"&gt;Earthquakes frequently occur in Indonesia because it is an earthquake-prone area. Due to lateral load from an earthquake can cause a weakly constructed building to collapse. Designers often only consider tall buildings in designing earthquake-resistant building structures but ignore earthquake-resistant designing for low-rise buildings. This study focuses on the analysis of earthquake resistant structures with a case study of low-rise buildings in the form of a 3-story reinforced concrete (RC) building in the South Jakarta area. The objective of the study is to analyz
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23

Bage, Bayi. "Seismic and Wind Analysis of RCC Building with Different Shape of Shear Wall and Without Shear Wall." International Journal for Research in Applied Science and Engineering Technology 10, no. 1 (2022): 678–83. http://dx.doi.org/10.22214/ijraset.2022.39468.

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Abstract: ETABS Stand for Extended Three-Dimensional Analysis of Building systems. ETABS integrates every aspect of the engineering design process. In the present situations of construction industry, the buildings that are being constructed are gaining significance, in general those with the best possible outcomes which are referred to members like beams and columns in multi storeys R.C structures. This paper deals with the seismic analysis of regular B+G+26 story building with shear wall and G+B+10 Story building with different irregular shapes considering different shapes of shear wall at di
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Kumar, Gajagantarao Sai, Purushotham Rao, and Partheepan Ganesan. "Effect of Shear Wall Location On Seismic Performance of High Raised Buildings." International Journal of Research in Engineering, Science and Management 4, no. 1 (2021): 30–34. http://dx.doi.org/10.47607/ijresm.2021.447.

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Multi-storey buildings tend to get damaged mainly during earthquake. Seismic analysis is a tool for the estimation of structural response in the process of designing earthquake resistant structures and/or retrofitting vulnerable existing structures. The principle purpose of this work is to analyze and design a building with a shear wall and also to find the appropriate position of shear wall that result in maximum resistance towards lateral forces and minimum displacement of the structure. In this study, a G+7 multi-storey building of 15 m ×20 m in plan area has been chosen and modelled using
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25

Pechorskaya, Sophia A., Vera V. Galishnikova, Shishai B. Gebreslassie, and Habte Y. Damir. "Structural analysis of high-rise building using ETABS and RSA software." Structural Mechanics of Engineering Constructions and Buildings 17, no. 2 (2021): 133–39. http://dx.doi.org/10.22363/1815-5235-2021-17-2-133-139.

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There are numerous software applications available to analyze and design massive projects in short time. Most of the software have 2-dimensional and 3-dimen- sional tools, while various structural engineers employ the use of the 3D analysis and design tools in their day-to-day tasks because of its ease to operate and graphical user interface. These tools help in modeling, analyzing, and design of structures much more efficient. Despite the availability of numerous software products, there are confusions on the software to be used in the analysis and design of specific building structures. Ther
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Azheruddin, Mohd. "Design & Analysis of G+10 Building with Composite Column." International Journal for Research in Applied Science and Engineering Technology 12, no. 6 (2024): 1895–912. http://dx.doi.org/10.22214/ijraset.2024.63420.

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Abstract: As the world business enlarging day by day, and designing of the buildings are getting complex and demanding more technology to enhance its stability, performances, cost, duration and its uniqueness of designing. At the later part of development in civil engineer majority of the work was transformed from conventional system to a well organized and computerized system, most of the time the company employees and owners were in live risk, due to non availability of technology. As time goes technology develops, having this in mind we had also suggested using Etabs software in our design.
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27

Mr, Ashwin Hardiya1* Mr Arpit Chawda2. "TIME HISTORY ANALYSIS OF VERTICAL IRREGULAR BUILDINGS USING ETABS." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 7, no. 1 (2018): 289–94. https://doi.org/10.5281/zenodo.1146180.

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It is critical to test and perform seismic building analysis as lots of damage and structural losses causes due to earthquake in past. It is compulsorily desired to analyse response of building structure for possible losses. Seismic response for real time history is required to perform to design building under seismic consideration. The research includes analysis of four different building models which are vertically irregular. The method selected is vertical irregular problem analysis with respect to time history analysis. Four building models are considered with time history reference data t
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Srivastava, Mr Ankur. "Analysis of Wind Load Effect on C-Shape Tall Building with and Without Shear Wall." International Journal for Research in Applied Science and Engineering Technology 9, no. 10 (2021): 566–72. http://dx.doi.org/10.22214/ijraset.2021.38463.

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Abstract: Since land is scarce in metropolitan locations, it's common for tall building to be erected in C form. With the use of software ETABS 2019, this study examines the features of wind-induced story displacement and story drift operating on tall Cshaped models, with and without shear wall. Also, empirical formulae are used for manual calculations and to obtain the wind force and designed wind pressure on C-shaped tall building using codal provisions of IS 875 (Part 3) : 2015, also its applicability has been validated by a case study. For tall C-shaped buildings, this study gives a compar
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Mohammed, Zameer Ahamed J. "G+8 RCC Building Analysis and Design Using ETABS." Journal of Structural Engineering, its Applications and Analysis 7, no. 3 (2024): 39–48. https://doi.org/10.5281/zenodo.13999758.

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<em>A structure's planning and design must be artistic in order to accomplish economy, serviceability, durability, and safety. In addition to creativity and critical thinking, a solid understanding of structural engineering science is necessary for the entire structural planning and designing process. This includes familiarity with applicable design codes and building bylaws, as well as practical knowledge supported by real-world experience. An architect typically considers the functional needs and aesthetics, while a structural engineer is more concerned with the structure's economy, durabili
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Amanollah, Faqiri, Nadezhda Ostrovskaya, and Yuriy Rutman. "STRUCTURAL AND PARAMETRIC ANALYSIS OF LEAD RUBBER BEARINGS AND EFFECT OF THEIR CHARACTERISTICS ON THE RESPONSE SPECTRUM ANALYSIS." Architecture and Engineering 8, no. 1 (2023): 37–43. http://dx.doi.org/10.23968/2500-0055-2023-8-1-37-43.

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Introduction: Earthquakes are one of the most frequent and potentially disruptive natural disasters. Up to this day, numerous methods have been tested and applied to prevent damage to buildings and structures as a result of earthquakes. Currently, one of the widely used methods is to provide seismic isolation between the building and the ground. Its main purpose is to reduce the interaction between the building and the ground as well as the impact of soil movement on the building. For our study, we chose a system of lead rubber bearings as isolators used to improve the seismic resistance of bu
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Wang, Guang Feng. "Research on ETABS Steel Tower a Top Building Structural System." Applied Mechanics and Materials 686 (October 2014): 651–59. http://dx.doi.org/10.4028/www.scientific.net/amm.686.651.

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Equipping steel tower atop building structural system at the top of high-rise buildings is applied increasingly. However, the earthquake disasters indicate that under seismic effect, the tower on the roof reacts strongly to the earthquake, and the gazebo is damaged greatly under the condition that major structure has no earthquake damage. Based on analyzing the characteristics and application methods of ETABS software, for engineering projects, the paper uses ETABS software and simplified calculation method to calculate and make comparison analysis on steel tower atop building structure. The a
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Murumkar, B. "Seismic Analysis of High Rise Building with Transfer Floor." International Scientific Journal of Engineering and Management 03, no. 05 (2024): 1–9. http://dx.doi.org/10.55041/isjem01843.

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A transfer floor is the floor system which supports a vertical as well as lateral load resisting system and transfer its loading to different underneath system. Transfer floor distribute the load from closely spaced columns to the columns with long span. This study presented, a seismic analysis of high rise building with transfer floor. A number of proto type models of high rise building were analyzed using linear response spectrum analysis. The models were analyzed using structural software for building analysis ETABS 2016 software. The analyzed models has transfer slab system at different fl
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Astri Gusfita, Yessi, Masril Masril, and Elfania Bastian. "ANALISIS STRUKTUR ATAS PADA PEMBANGUNAN SDN 04 GAREGEH." Ensiklopedia Research and Community Service Review 1, no. 2 (2022): 40–45. http://dx.doi.org/10.33559/err.v1i2.1123.

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Pembangunan proyek konstruksi di Indonesia saat ini cukup berkembang. Hal ini dapat dilihat dari banyaknya proyek-proyek pembangunan Perbandingan ini dapat dilihat dari bentuk bangunan yang beragam dan struktur bangunan yang terus diperbarui hingga terciptanya rasa nyaman dalam penggunaannya (Gesti Leonda,2008). Tujuan dari penelitian ini ialah untuk mengetahui perbandingan struktur atas dimensi kolom, balok, serta penggunaan aplikasi ETABS. Analisis struktur dilakukan melewati beberapa tahapan seperti perencanaan dimulai dari preliminary design, pembebanan struktur, pembebanan gempa. analisis
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Yousaf, Muhammad, Mohammad Sohail, Muhammad Tayyab, Muhammad Javedan, and Muhammad Habib. "Structural Design of RCC Building Using Integrated BIM-Based Design Workflow and Analysis Result Comparison between ETABS and RSAP." Jurnal Kejuruteraan 36, no. 1 (2024): 211–21. http://dx.doi.org/10.17576/jkukm-2024-36(1)-20.

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Rapid computerization and stakeholder integration in the construction industry stressed the need for a new design methodology that was only possible through BIM. To address the inefficiency and limitations of conventional design flow that lead to design clashes, information loss, delays, and poor stakeholders’ coordination throughout the design phase, as well as the designer’s reluctance to use BIM-integrated software for design. This study aims to develop an integrated design flow using the Autodesk system followed by structural design through the developed flow. Further, the study also aims
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Alex, Ms Aradhya Anna, and Ms Chaithra S. "Seismic Analysis of Steel Building with Bracing." International Journal for Research in Applied Science and Engineering Technology 10, no. 7 (2022): 617–20. http://dx.doi.org/10.22214/ijraset.2022.45381.

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Abstract: As we know that construction of steel buildings is popular nowadays. To protect buildings from earthquake by providing bracings are very common. Bracing help to resist the lateral load during earthquake. Bracings are providing in structure at various configuration. This paper illustrates the effect of new bracing configuration with existing x bracing configuration. The seismic analysis of the structure has been carried out using ETABS Software.
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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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Verma, Siddhnath. "Seismic Analysis of Circular Water Tank Designed by Indian Standard Code and Euro Code." International Journal for Research in Applied Science and Engineering Technology 9, no. 10 (2021): 635–38. http://dx.doi.org/10.22214/ijraset.2021.38464.

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Abstract: Water tanks are widely used for storage of drinking water. Water tanks and especially the elevated water tanks are structures of high importance which are considered as main lifeline elements that should be capable of keeping the expected performance i.e. operation during and after earthquakes. In this research paper, the analysis of the seismic behaviour of the elevated circular water tank by Indian standard code and Euro code is carried being carried out. The analysis is carried out on 35 cubic meter capacity elevated circular water tank in zone III and spectrum zone II and on thre
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Verma, Siddhnath. "Seismic Analysis of Circular Water Tank Designed by Indian Standard Code and Euro Code." International Journal for Research in Applied Science and Engineering Technology 9, no. 10 (2021): 635–38. http://dx.doi.org/10.22214/ijraset.2021.38464.

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Abstract: Water tanks are widely used for storage of drinking water. Water tanks and especially the elevated water tanks are structures of high importance which are considered as main lifeline elements that should be capable of keeping the expected performance i.e. operation during and after earthquakes. In this research paper, the analysis of the seismic behaviour of the elevated circular water tank by Indian standard code and Euro code is carried being carried out. The analysis is carried out on 35 cubic meter capacity elevated circular water tank in zone III and spectrum zone II and on thre
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Madhava Reddy, N., S. Jyothirmayee, K. Punith Reddy, T. Gangothri, A. Nagamani, and P. Ashok Naik. "Seismic Analysis of a Real-time PEB using Etabs." Journal of Physics: Conference Series 2779, no. 1 (2024): 012033. http://dx.doi.org/10.1088/1742-6596/2779/1/012033.

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Abstract This abstract presents a Seismic analysis of a Real-time PEB (Pre Engineered Building) using ETABS software. The study begins with the establishment of the building’s geometric and material properties within the ETABS environment. The analysis incorporates both linear and nonlinear, static and dynamic methods to evaluate the building’s response to seismic loading. Linear static analysis provides an initial understanding of the structural behaviour under seismic forces, while nonlinear dynamic analyses offer more precise assessments, accounting for material nonlinearity and dynamic eff
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Pawar, Prof A. S. "Study of Earthquake & Analysis of Multi-storied Building Using E-Tab." International Journal for Research in Applied Science and Engineering Technology 11, no. 6 (2023): 2798–812. http://dx.doi.org/10.22214/ijraset.2023.54155.

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Abstract: Structural Analysis is a branch which includes in the determination of conduct of constructions to anticipate the reactions of various underlying segments because of the impact of loads. Every single construction will be exposed to possibly one or the gatherings of loads, the different sorts of loads typically considered are dead loads, live loads, wind load IS:875-1987 Part1, 2, 3, seismic load (IS:1893-2016). ETABS (Extended Three-Dimensional Analysis of Building System) is a product which is joined with all the significant forces that are static, dynamic, Linear and non-direct, an
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Naser, Mohammed. "Comparative Analysis and Designing of Flat and Grid Slab System with Conventional Slab System by ETABS." International Journal for Research in Applied Science and Engineering Technology 9, no. 10 (2021): 863–74. http://dx.doi.org/10.22214/ijraset.2021.38491.

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Abstract: Structural Engineering is a branch of Civil Engineering in which the look at is done to recognize how the structure behave whilst building is constructed at real environment and to perceive the numerous forces like axial force and shear force, bending moment and displacement and many others.When the analysis come to complicated structure or multistory structure the guide calculation will be hard to carry out and subsequently there is diverse software available to carry out those calculations.In this examine, slab machine layout and evaluation for G+10 building for seismic zone III an
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Jain, Vikas. "Seismic Analysis of different Shaped Building Structures using ETABS." International Journal for Research in Applied Science and Engineering Technology 7, no. 3 (2019): 2569–74. http://dx.doi.org/10.22214/ijraset.2019.3471.

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Surender Kumar, K., N. Lingeshwaran, and Syed Hamim Jeelani. "Analysis of residential building with STAAD. Pro & ETABS." Materials Today: Proceedings 33 (2020): 1221–28. http://dx.doi.org/10.1016/j.matpr.2020.08.329.

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D, Santhosh. "Pushover analysis of RC frame structure using ETABS 9.7.1." IOSR Journal of Mechanical and Civil Engineering 11, no. 1 (2014): 08–16. http://dx.doi.org/10.9790/1684-11150816.

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Subramani, T., and B. Prakash. "Design and Analysis of Power Transmission Monopole Using ETABS." International Journal of Engineering & Technology 7, no. 3.10 (2018): 62. http://dx.doi.org/10.14419/ijet.v7i3.10.15631.

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Electricity consumption is day by day increase for each and every application. Transmitting the power source from production place to designation place via steel wire is followed by ancient people. In this we use heavy towers which carry minimum of 2000kw power in each line which is hanged in the towers. These towers are subjected to dynamic and static load cases. Hence in this thesis we proposed to design and analysis the power transmission towers in our places. We introduce type of tower and its configuring ratio as per Indian standard IS-802. A standard kind of transmission line tower selec
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Sami, Assala, Abbas M. Abd, and Mohammed Mahmood. "Adopting BIM at Design Phase for Structural Buildings." Diyala Journal of Engineering Sciences 14, no. 3 (2021): 23–35. http://dx.doi.org/10.24237/djes.2021.14303.

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In the construction industry, using of traditional methods to design and perform the works with participation of different disciplines by individual method make the design of structure more pruched to errors and mistakes and increase the possibility of generate the wastes due to need sometimes to re- work. In addition to the continuous change of designs, and this needed to updating documents and plans manually to keep pace with these changes, thus wasting time and effort, so this considers "inefficient" practice. Building Information Modeling (BIM) is an innovative technology that makes the de
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D, Sivakumar, and Dinesh A. "Observing seismic behaviour and design of G+10 structure using E-Tabs." E3S Web of Conferences 399 (2023): 03008. http://dx.doi.org/10.1051/e3sconf/202339903008.

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The seismic behaviour and design of a G+10 structure are discussed in this study using the ETABS programme. The study’s goal is to give insights into the structure’s behaviour during an earthquake and to provide a design that can efficiently resist seismic pressures. The seismic analysis of the G+10 structure using the ETABS programme is the first element of the investigation. The study entails modelling the structure, determining the seismic loads, and doing dynamic analysis to determine the structure’s seismic reaction. The findings of the investigation are confirmed. The second section of t
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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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Hake, Prashant. "Contrastive Investigation of High rise building with distinctive infill wall by Pushover analysis." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 08, no. 06 (2024): 1–5. http://dx.doi.org/10.55041/ijsrem35543.

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Pushover analysis is a method that uses simple nonlinear techniques to predict seismic structural deformations. Today, we use masonry infill in reinforced concrete (R/C) frames for architectural, aesthetic or economic reasons. In this project, we need to study the effect of backfill on the damage structure of the reinforced concrete frame. The main purpose of this study is to show that adding walls to the reinforced concrete frame can increase the strength and stiffness of seismic resistant structure loads and increase the feedback for strength and stiffness analysis.These instructions strictl
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Nkugwa Albert Santos, Azubuike Chukwudi Okwandu, and Dorcas Oluwajuwonlo Akande. "Leveraging advanced software for enhanced structural integrity and project efficiency." Computer Science & IT Research Journal 5, no. 10 (2024): 2403–36. http://dx.doi.org/10.51594/csitrj.v5i10.1673.

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This paper explores the application of advanced software tools in enhancing structural integrity and project efficiency in large-scale civil engineering projects, with a specific focus on my expertise in utilizing ETABS, AutoCAD, and SAP2000. These powerful software platforms are integral to modern civil engineering, offering unparalleled precision and efficiency, particularly in complex construction environments such as bridges and high-rise buildings. My experience with these tools has proven critical in optimizing design processes, conducting comprehensive structural analyses, and ensuring
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