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Journal articles on the topic 'ETABS software'

Author: Grafiati

Published: 2 June 2025

Last updated: 31 July 2025

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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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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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3

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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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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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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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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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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Choubisa, Jitendra. "Structural Behavior of Steel Structures on the Basis of Computer Simulation Software." International Journal for Research in Applied Science and Engineering Technology 11, no. 2 (2023): 1284–92. http://dx.doi.org/10.22214/ijraset.2023.49234.

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Abstract: Creating a world class infrastructure that stands aesthetic and performs well structurally is not that easy. As an engineer one must have to keep in mind the applications and structural needs of a building. Talking of structures, RCC structures are quite common to work out with and on the other hand steel structures gives good weight per unit length. Steel structures are also easy to construct and helps in reducing project time. In this paper we have discussed about how structurally a model behaves in regards to its comparison among two computer simulating software viz., etabs and st

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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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Ayuddin, Ayuddin. "Analisis Struktur Perencanaan Gedung KantorDengan Software ETABS." Teknika Sains: Jurnal Ilmu Teknik 9, no. 2 (2024): 280–91. https://doi.org/10.24967/teksis.v9i2.3606.

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Perencanaan gedung Kantor di Kota Makassar meningkat seiring dengan kebutuhan akan ruang kerja yang aman, efisien, dan ekonomis. Struktur bangunan yang direncanakan harus mampu menahan berbagai beban, seperti beban mati, hidup, gempa, dan angin, sebagaimana diatur dalam standar nasional. Penelitian ini bertujuan untuk menganalisis perilaku struktur gedung perkantoran di Kota Makassar menggunakan software ETABS V.18. Analisis dilakukan berdasarkan beban kerja seperti beban mati (DL), beban mati tambahan (SIDL), beban hidup (LL), beban hidup atap (Roof Live), beban hujan (Rain Load), beban angin

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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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Mohammad, Hussain, and Amaresh S. Patil Prof. "Design & Plan of Skyscraper by ETABS & BIM Tool Software." JOURNAL OF SCIENTIFIC RESEARCH AND TECHNOLOGY 1, no. 1 (2023): 68–87. https://doi.org/10.5281/zenodo.7869114.

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<strong>Today, skyscrapers and other large buildings are common in India's main cities. This study applies a BIM method to skyscraper construction technology. AutoCAD is used for skyscraper planning, and Revit is used for modelling. A comparison is made between advanced structural analysis tools like ETABS and BIM (AutoCAD, Revit). In the proposed study, ETABS created and evaluated a skyscraper model in accordance with IS-875-Part1-3 and IS1893-2016-Part1. Today, skyscrapers and other large buildings are common in India's main cities. This study applies a BIM method to skyscraper const

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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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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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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 & 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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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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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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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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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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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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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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Alif, Alif, Hence Michael Wuaten, and Wahyu Mahendra Tyas Admaja. "Kajian Seismik Perencanaan Gedung Universitas 17 Agustus 1945 Samarinda Berdasarkan Sni 1726:2019." Kurva S : Jurnal Keilmuan dan Aplikasi Teknik Sipil 12, no. 2 (2024): 63. https://doi.org/10.31293/teknikd.v12i2.8343.

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Dalam standard SNI 1727-2019 ada beberapa sistem struktur yang dapat diterapkan yaitu Sistem Rangka Pemikul Momen (SRPM), yang salah satunya yaitu Sistem Rangka Pemikul Momen Khusus (SRPMK) untuk Kategori Desain Seismik A, B, C, D, E, dan F. Dalam penelitian ini pemodelan Gedung 17 Lantai Universitas 17 Agustus 1945 Samarinda menggunakan Software Etabs V.19 dan perhitungan gaya/beban gempa yang bekerja dengan metode Analisis Statik Ekuivalen.Dari hasil perhitungan Analisa Struktur dengan software Etabs V.19 dan perhitungan manual untuk mendapatkan output nilai struktur yang digunakan untuk men

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Rupay Vargas, Marcos Josue, Regner Raúl Parra Lavado, Juan Percy Espejo Castilla, and Juan Miguel Quispe Llantay. "Modos de vibración traslacional de un edificio mediante métodos iterativos y verificación con uso de softwares Mathcad y Etabs." Memoria Investigaciones en Ingeniería, no. 26 (July 3, 2024): 213–24. http://dx.doi.org/10.36561/ing.26.13.

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Esta investigación se centra en calcular los modos de vibración traslacional de un edificio de pórticos de tres niveles, con el fin de determinar sus periodos y forma de vibrar, la evaluación se llevó a cabo mediante métodos interactivos de Stodola y Holzer, el método numérico de Jacobi, y los resultados obtenidos se verificaron utilizando funciones del vector eigenvals y matriz eigenvecs del software Mathcad, Además, se realizó una verificación con un modelamiento en el software Etabs, siguiendo las propiedades establecidas por la Norma Técnica E.030 de Diseño Sismorresistente del Reglamento

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Frans, Richard, Antonius Agusto Tjiwanda, Hendry Kalangi, Stevy Thioritz, and Mursalim Mursalim. "Pengembangan Aplikasi Analisis Struktur Rangka Batang Bidang Berbasis Antarmuka Pengguna Grafis." JNSTA ADPERTISI JOURNAL 2, no. 2 (2022): 1–5. http://dx.doi.org/10.62728/jnsta.v2i2.324.

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This research develops an analysis structure program for plane truss structure using stiffness matrix method and based on graphical user interface. The program is developed using GUIDE feature from MATLAB R2014 software. The features that were developed of this program is to analyze the reaction forces, internal forces and global displacement for plane truss structure. There are 3 (three) types of plane structures were considered. Reaction forces, internal forces and global displacement which obtained from the program were compared to commercial program which is ETABS 2016. Based on the result

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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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Aswad, Nini Hasriyani, Zainal Zainal, and Masdiana Masdiana. "EFEKTIFITAS POLA TORSI PADA STRUKTUR RANGKA BALOK KASTELA DENGAN MENGGUNAKAN ETABS." STABILITA || Jurnal Ilmiah Teknik Sipil 11, no. 3 (2023): 204. http://dx.doi.org/10.55679/jts.v11i3.46256.

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ABSTRAK Baja memiliki keunggulan karena dapat menyesuaikan bentuk dalam sebuah perancangan dan mempercepat waktu konstruksi. Salah satunya adalah balok kastela yang terbuat dari baja. Namun, karena ukuran penampangnya yang tipis, mereka rentan terhadap deformasi dan ketidakstabilan yang terjadi pada balok yang sering disebut efek torsi. Penelitian ini bertujuan mencari bentang efektif torsi pada balok kastela 225 x 75 x 7 x 8 akibat beban gempa statis dengan mengevaluasi beberapa bentang 3.1 – 3.5-meter menggunakan software etabs v.20. Dari hasil analisis struktur efek torsi pada bentang

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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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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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Aysha, Fera, Meilandy Purwandito, and Haikal Fajri. "3 Floor Luxury House Structure Design Planning Using ETABS Software." Portal: Jurnal Teknik Sipil 15, no. 1 (2023): 1. http://dx.doi.org/10.30811/portal.v15i1.3049.

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Ramana, P. V., Anamika Agnihotri, Ayush Meena, Engammagari Ganesh, M. K. Shrimali, and S. D. Bharti. "Simulation and Soft Computation on Materials Prognostication Seismic Assessment." Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2 1, no. 1 (2022): 1839–46. http://dx.doi.org/10.38208/acp.v1.726.

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The research paper ETABS is an integrated programming software providing mass distribution and rapid analysis of structures building where we can assign loadings per codal provision. Different methods are also available to elongate our research and analysis of the system. This software developed by CSI is also utilized in the designing of Burj khalifa. ETABS is coordinated programming giving mass dispersion and immediate investigation of building designs where one can allocate loadings according to any codal arrangement. Various strategies are additionally accessible to extend our examination

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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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Asfarina, Sharwanda, Muh. Apriansyah, Israjunna, and B Erdiansyah Putra. "Simulasi dan Analisis Dinamis Struktur Bangunan Tinggi Terhadap Beban Gempa Menggunakan Software SAP2000 dan ETABS." Jurnal Pengembangan Sains dan Teknologi 1, no. 2 (2025): 91–100. https://doi.org/10.63866/jpst.v1i2.80.

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Perencanaan dan analisis struktur bangunan tinggi yang tahan gempa merupakan aspek krusial dalam rekayasa sipil modern, khususnya di wilayah rawan gempa seperti Indonesia. Akurasi hasil simulasi sangat dipengaruhi oleh perangkat lunak yang digunakan. Penelitian ini bertujuan untuk membandingkan performa dua perangkat lunak populer, SAP2000 dan ETABS, dalam melakukan analisis dinamis struktur bangunan tinggi terhadap beban gempa. Metode yang digunakan adalah studi simulasi numerik pada model struktur gedung 20 lantai menggunakan pendekatan analisis statik ekivalen dan analisis respons dinamis m

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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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Sayeed, Md Moavia, Dr Abhay Kumar Jha, and Barun Kumar. "Study of Structural Performance of Multi-Storey Regular and Irregular RC Buildings Located in Zone III Under Seismic Loads." International Journal for Research in Applied Science and Engineering Technology 10, no. 8 (2022): 845–47. http://dx.doi.org/10.22214/ijraset.2022.46283.

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Abstract: this analysis shows it is based on carrying the foundation of the shear and the level of performance of the building under the Indian severe zone. The result marks the conclusion that, in the case of a building with poorly constructed strength, it provides stability and attracts the storey shear. The soft computer software and commercial software CSI-ETABS is used for modeling and analysis

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Saxena, Ms Prashansa, Ms Anushka Dehariya, and Dr Abhay Sharma. "SEISMIC ANALYSIS OF RC FRAMED STRUCTURE CONSIDERING L-SHAPED SHEAR WALL AND HOLLOW CORE SHEAR WALL USING ETABS." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 08, no. 07 (2024): 1–9. http://dx.doi.org/10.55041/ijsrem36482.

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This paper conducts a seismic analysis of a 20- story RCC residential building with integrated shear walls, aiming to optimize their placement. Seven structural models were evaluated, exploring different placements of shear walls inside and outside the building envelope. Using the response spectrum method in ETABS software, the study analyzed the structure located in Zone III, with medium to stiff soil conditions. Key parameter assessed is story displacement. The findings reveal significant performance differences between conventional RCC structures and those with shear walls, showing enhanced

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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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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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Eka Putra, Hardian, Deddy Kurniawan, and Selpa Dewi. "PERENCANAAN STRUKTUR ATASGEDUNG KULIAH O KAMPUS IAIN BUKITTINGGI." Ensiklopedia Research and Community Service Review 2, no. 3 (2023): 61–66. http://dx.doi.org/10.33559/err.v2i3.1760.

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Abstrak:Tingginya peminat calon mahasiswa setiap tahunnya terhadap IAIN Bukittinggi menyebabkan adanya kendala ketersediaan fasilitas gedung dan ruang belajar sehingga harus menambah ruang belajar baru. Tujuan dari penelitian ini adalah untuk merencanakan dan menghitung dimensi struktur beton bertulang pada struktur atas yang tetap kuat dan aman serta merencanakan penulangan pada struktur atas gedung. Dalam metode analisis data, penulis melakukan analisis perencanaan dan evaluasi perbandingan struktur Gedung Kuliah O Kampus IAIN Bukittinggi dengan menggunakan software ETABS versi 18. Dari hasi

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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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B, Rakesh Shiva, K. M. Shankar, and K. S. Navya. "Seismic Analysis of Tall Structures by using Dampers in Etabs." International Journal of Innovative Science and Research Technology 7, no. 4 (2022): 1198–201. https://doi.org/10.5281/zenodo.6568371.

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In this paper the investigation was carried on earthquake resistance structure made by adopting the dampers for different storied building with bay size of 5 X 5 m and storey height of 3m using E-tabs software. Study is carried with and without the building analysis is carried by response spectrum method by using Etabs 2016 software. The parameters are studied are Base shear, storey stiffness, lateral drift, time period and effectiveness of damper

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Harba, Ibrahim, and Oday AL Rubaie. "Determination of Settlement for Beam on Elastic Foundation by ETABS Software." Al-Nahrain Journal for Engineering Sciences 21, no. 1 (2018): 12–19. http://dx.doi.org/10.29194/njes21010012.

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Jadhav, Prasad J., Vikramsinh S. Tiware, Vivek V. Mane, Nitish A. Mohite, and Siddhesh Tiwale S. "Seismic Behaviour and Design of RC Shear Wall using ETABS software." International Journal for Research in Applied Science and Engineering Technology 10, no. 7 (2022): 4679–84. http://dx.doi.org/10.22214/ijraset.2022.46047.

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Abstract: The present paper shows seismic behavior of building under the action of earthquake load [ bhuj earthquake] by performing time history analysis. Nowadays buildings with shear walls are more popular than buildings without shear wall in earthquake prone areas due to its resistance during earthquake. In this project G+10 RCC building is considered for the structural analysis for zone III and suitable load combination. The purpose of this study is to find the prime location of shear wall and then investigate the effectiveness of best shear wall for the RCC structure. The structure is ana

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Wadde, Abhishek, and Dr Uttam Awari. "Wind Analysis of RCC Tube in Tube Structure Using ETABS Software." International Journal for Research in Applied Science and Engineering Technology 10, no. 12 (2022): 2322–32. http://dx.doi.org/10.22214/ijraset.2022.48468.

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Abstract: The advancement in construction field is increased day by day. The numbers of buildings, height of building is increased. The effect of lateral load is increased with respect to the increase of height. Advance construction methods and structural systems are to be introduced to enhance the structural safety. There are different types of structural systems which are to be used to resist the effect of lateral loads on the buildings. tube, bundled tube, tube in tube, and tube mega frame structures tubular structures. A tube-in-tube structure Comprises of a peripheral framed tube and a co

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Kumar, Sonu, and Dr Gunjan Shrivastava. "Progressive Collapse Assessment of High-Rise Framed Structure Using ETABS Software." International Journal for Research in Applied Science and Engineering Technology 11, no. 7 (2023): 1564–80. http://dx.doi.org/10.22214/ijraset.2023.54863.

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Abstract: The structures generally get collapse due to the failure of one or a few structural components which then progresses over the successive of other components. This process is referred as progressive collapse of the structure. Local damage that initiates progressive collapse is called initiating damage. In order to study the collapse in analytical way, loading pattern or boundary conditions are required to be changed so that other structural elements within the structure are loaded beyond their capacity. This leads to development of alternative load paths to initiate the redistribution

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Ansari, Mr Aaquib. "Comparative Study of Response of Staad.Pro Model with and Without Modeling Plate Element Considering Plan Irregularity: A Review." International Journal for Research in Applied Science and Engineering Technology 12, no. 5 (2024): 4090–93. http://dx.doi.org/10.22214/ijraset.2024.62506.

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Abstract: Nowadays, modelling is done on a lot of software in the world, and in India, some of the software is used among all other software. In this research, we have compared the outcome of the different software including STAAD.Pro and ETABS analysis. Many researchers have made efforts to get the best possible results. But our motive is to model plate elements by considering regular and irregular structures to achieve the best possible results. We are going to compare the structure based on maximum storey Displacement, Axial Forces, overturning moments and shear criteria.

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Algamati, Mohamed, Abobakr Al-Sakkaf, Eslam Mohammed Abdelkader, and Ashutosh Bagchi. "Studying and Analyzing the Seismic Performance of Concrete Moment-Resisting Frame Buildings." CivilEng 4, no. 1 (2023): 34–54. http://dx.doi.org/10.3390/civileng4010003.

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Nowadays, due to environmental changes, the condition of buildings can be in danger. In order to protect the performance of existing buildings, it is important to investigate the seismic behaviour of building structure subjected to earthquake excitation. In addition, it is important to study the advanced level of ductile design recommended by current codes. In the immediate future, lateral load resistance needs to be evaluated precisely. For the purpose of analyzing the seismic responses of reinforced concrete (RC) buildings in this project, 6- and 12-story frames of representative buildings a

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Malfazan, Malfazan Abda'u, Muhammad Azrial Akbar, Sudarno Sudarno, and Arief Firmanto. "Design of Comfortable Structure of Junior High School Building By Using ETABS Software." Jurnal Syntax Transformation 5, no. 11 (2024): 1239–54. https://doi.org/10.46799/jst.v5i11.1018.

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Ibnu Abbas Foundation intends to build a four-story school building for junior high school in Talun District, Cirebon Regency. This study aims to design a school building structure that is comfortable, safe, and meets earthquake-resistant standards using ETABS software. The design process includes structural planning, analysis of building response to static and dynamic loads such as dead load, live load, wind load, and earthquake load, as well as detailed design of structural elements such as floors, columns, beams, and foundations. This research method uses a calculation approach that refers

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A, R. Pradeep, Rangaraj C, and Jayaramappa N. "Behavior of Steel frame subjected to lateral load." Indian Journal of Science and Technology 15, no. 28 (2022): 1381–88. https://doi.org/10.17485/IJST/v15i28.1038.

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Abstract <strong>Background:</strong> A steel frame system becomes structurally less efficient when subjected to large lateral loads such as a strong wind, earthquake. Many research efforts have been made to develop more efficient structural systems with better resistance against strong lateral loads. <strong>Methods:</strong> An attempt is made in this direction by both analytical and experimental studies. A bare steel framed model of size 4m x4m is chosen for G+2 storey with columns of height 4m. The particular frame is scaled down to 1:11 scale to perform shake table test for

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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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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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