Relevant bibliographies by topics / ETABS software

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'ETABS software'

Author: Grafiati
Published: 2 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "ETABS software"

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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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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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Dissertations / Theses on the topic "ETABS software"

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RAZA, AAMIR. "SEISMIC ANALYSIS OF CONFINED MASONRY STRUCTURE USING ETABS." Thesis, 2022. http://dspace.dtu.ac.in:8080/jspui/handle/repository/19390.

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Buildings are our basic needs. It protect us from rain, sun, theif e.t.c. We spend most of our time in a building whether it is residential, commercial, institutional, industrial. In Damage or collapsing of such types of vital structures leads to a lot of risk for human lives & results in monetary loss. So, the building should be earthquake resistant. One of the reasons of failure of structure is earthquake. It is found that the reasons behind these collapses are mostly due to the poor construction practices and substandard practices involved in the construction of building. As a s
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Pinto, Fábio Orlando Resende. "Análise sísmica de estruturas de edifícios pela técnica do meio contínuo." Master's thesis, 2010. http://hdl.handle.net/10216/61310.

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Pinto, Fábio Orlando Resende. "Análise sísmica de estruturas de edifícios pela técnica do meio contínuo." Dissertação, 2010. http://hdl.handle.net/10216/61310.

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Books on the topic "ETABS software"

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Bainbridge, David I. Software copyright law. 2nd ed. Butterworths, 1994.

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Maura, Cerioli, and ETAPS 2005 (2005 : Edinburgh, Scotland), eds. Fundamental approaches to software engineering: 8th international conference, FASE 2005, held as part of the Joint Conferences on Theory and Practice of Software, ETAPS 2005, Edinburgh, UK, April 4-8, 2005 : proceedings. Springer-Verlag, 2005.

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FASE 2000 (2000 Berlin, Germany). Fundamental approaches to software engineering: Third international conference, FASE 2000 held as part of the Joint European Conferences on Theory and Practice of Software, ETAPS 2000, Berlin, Germany, March 25-April 2, 2000 : proceedings. Springer, 2000.

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Conference on Fundamental Approaches to Software Engineering (1998 Lisbon, Portugal). Fundamental approaches to software engineering: First International Conference, FASE'98 held as part of the Joint European Conferences on Theory and Practice of Software, ETAPS'98, Lisbon, Portugal, March 28-April 4, 1998 : proceedings. Springer, 1998.

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Knoop, Jens. Compiler Construction: 20th International Conference, CC 2011, Held as Part of the Joint European Conferences on Theory and Practice of Software, ETAPS 2011, Saarbrücken, Germany, March 26–April 3, 2011. Proceedings. Springer Berlin Heidelberg, 2011.

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Netherlands), FASE'99 (1999 Amsterdam. Fundamental approaches to software engineering: Second International Conference, FASE'99, held as part of the Joint European Conferences on Theory and Practice of Software, ETAPS'99, Amsterdam, The Netherlands, March 22-28, 1999 : proceedings. Springer-Verlag, 1999.

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TACAS 2003 (2003 Warsaw, Poland). Tools and algorithms for the construction and analysis of systems: 9th international conference, TACAS 2003, held as part of the Joint European Conferences on Theory and Practice of Software, ETAPS 2003, Warsaw, Poland, April 7-11, 2003 : proceedings. Springer, 2003.

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David, Hutchison. Tools and Algorithms for the Construction and Analysis of Systems: 15th International Conference, TACAS 2009, Held as Part of the Joint European Conferences on Theory and Practice of Software, ETAPS 2009, York, UK, March 22-29, 2009. Proceedings. Springer Berlin Heidelberg, 2009.

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FOSSACS 2000 (2000 Berlin, Germany). Foundations of software science and computation structures: Third International Conference, FOSSACS 2000, held as part of the Joint European Conference on Theory and Practice of Software, ETAPS 2000, Berlin, Germany, March 25-April 2, 2000 : proceedings. Springer, 2000.

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FOSSACS 2000 (2000 Berlin, Germany). Foundations of software science and computation structures: Third International Conference, FOSSACS 2000, held as part of the Joint European Conferences on theory and Practice of Software,ETAPS 2000 Berlin,Germany, March 25-April 2,2000 proceedings /cJerzy Tiuryn (Ed.). Springer, 2000.

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Book chapters on the topic "ETABS software"

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Ionescu, Adriana. "Using Winkler Hypothesis in ETABS Software for the Case of Building Structures with Raft Foundation." In Proceedings of the International Conference on Mechanical Engineering (ICOME 2022). Atlantis Press International BV, 2023. http://dx.doi.org/10.2991/978-94-6463-152-4_60.

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Trotea, Mario, Diana Călbureanu, and Alina Codiţă. "Influence of Damping Coefficient Value of Fluid Viscous Damperson Seism Behavior of a Ten Stories Building Using ETABS Software." In Proceedings of the International Conference on Mechanical Engineering (ICOME 2022). Atlantis Press International BV, 2023. http://dx.doi.org/10.2991/978-94-6463-152-4_63.

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N, Dharmesh, Arjun P, and Madhusudhana Y B. "STATIC ANALYSIS OF MULTISTORIED RC FRAMED BUILDING USING ETABS." In Futuristic Trends in Construction Materials & Civil Engineering Volume 2 Book 11. Iterative International Publishers, Selfypage Developers Pvt Ltd, 2023. http://dx.doi.org/10.58532/v2bs11p4ch4.

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In the present study modeling and analysis of G+3 storeys (4 storeys excluding headroom) RC building is done in ETABS Software. Totally thirteen 3D RC framed building models are considered for the seismic analysis having plan dimensions of 10.5m x13m with a storey height of 3.2m each and the depth of foundation is taken as 1.5 m (Total height of building including depth of foundation and headroom is 17.5 m). As per IS-1893: 2016, Part-1, the equivalent static lateral force method is considered for all thirteen buildings for all Zones (II, III, IV & V) and Soil conditions (Hard, Medium &amp
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Khan, Mohd Mueez, Kiran Devi, Kaushal Sharma, Neeraj Verma, and Neeraj Saini. "Comparison of Tall Building G+30 Based on Shear Wall System and Dual system." In Computational Analysis of Buildings. Grinrey Publishing, 2024. http://dx.doi.org/10.55084/grinrey/ert/978-81-964105-4-4_3.

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The construction of high-rise buildings has been significantly affected by the growth in urban population and the scarcity of available land. With an increase in building height, lateral loads significantly impact the design. When designing tall buildings, safety and minimal damage should come first so that they can withstand lateral stresses. The structure should have enough lateral strength, lateral stiffness, and ductility to achieve these requirements. Designers may decide to focus on shear wall systems or moment-resisting frame systems among the many structural systems. Examining and moni
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B. K, Shruthi, S. Sangita Mishra, and Vedprakash Maralapalle. "A STUDY ON THE EFFECTS OF PLAN ASPECT RATIO ON SEISMIC RESPONSES OF RCC BUILDINGS USING ETABS." In Futuristic Trends in Construction Materials & Civil Engineering Volume 3 Book 5. Iterative International Publishers, Selfypage Developers Pvt Ltd, 2024. http://dx.doi.org/10.58532/v3bjce5p1ch1.

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Seismic design is a critical aspect of constructing safe and resilient buildings in earthquake-prone regions. The layout and design of a building play a significant role in determining its behavior under seismic forces. The as pectratio, defined as the ratio of a building's width to its height, is an important parameter that affects its structural response during earthquakes. The placement of the core within the building is crucial as it directly impacts the distribution of lateral forces and stiffness of the structure. Therefore, it is essential to investigate the effects of plan aspect ratio
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Patel, Parvez, and Professor Nadeem Pasha. "ANALYSIS OF HIGH-RISE BUILDING WITH DIAGRID STRUCTURE SUBJECTED TO LATERAL LOADING." In Futuristic Trends in Construction Materials & Civil Engineering Volume 3 Book 5. Iterative International Publishers, Selfypage Developers Pvt Ltd, 2024. http://dx.doi.org/10.58532/v3bjce5p3ch2.

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The term "diagrid structure," which is short for "diagonal grid," refers to a particular kind of architectural structural system. It is distinguished by diagonal members that create a grid-like pattern on the building's façade (often in the form of diagonal beams or columns). Usually used in place of conventional vertical columns, these diagonal components produce a more open and attractive appearance. Around the world, there is a substantial increase in the construction of tall structures, and these buildings are affected by lateral loads due to wind or earthquake. There are several construct
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Conference papers on the topic "ETABS software"

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Faisal, Shah, Muhammad Waseem, and Asghar Abbas. "A Simplified Numerical Modelling Approach for the Nonlinear Analysis of Reinforced Concrete Structures." In 14th International Civil Engineering Conference. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-frkz2i.

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Reinforced concrete (RC) is a widely preferred material for all types of infrastructure. A few of the main advantages of RC are its durability and economical availability but at the same time its non-homogenous behavior makes it difficult to analyze especially in the cases where non-linear behavior of the structure is to be accessed. This paper presents a simplified numerical model tailored for the nonlinear analysis of reinforced concrete structures, emphasizing enhanced efficiency and accuracy. Integrating material science insights and advanced computational techniques, our model encompasses
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Baig, Rahamthulla, Mahaboob Baig Mirza, and Rashid Abdul. "A comparative study on seismic analysis of irregular multi-storeyed building with different slabs using ETABS software." In INTERNATIONAL CONFERENCE ON SMART MATERIALS AND STRUCTURES, ICSMS-2022. AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0146853.

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ALOTAIBI, Danah. "Structural design analysis of hybrid multi-rise buildings, with CLT and LGS light weight floor system, at Neom-The Line." In Civil and Environmental Engineering for Resilient, Smart and Sustainable Solutions. Materials Research Forum LLC, 2025. https://doi.org/10.21741/9781644903414-12.

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Abstract. Aligned with Neom's vision, this study focuses on the structural design of advanced multi-rise buildings at The Line (Neom) and compares the integration of Light Gauge Steel (LGS) and Cross-Laminated Timber (CLT) floor systems within Reinforced Concrete (RC) structures to determine their structural efficiency and suitability. The research involves design and analysis of structural elements (slabs, beams, columns, shear walls) and study their performance verification using ETABS and SAP2000 software. The aim is to identify the optimal solution for structural performance and sustainabi
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Herrera Mena, Marco Tulio, Diana Victoria Moreno Córdova, and Victor Manuel Bodero Palacios. "Evaluación de la eficiencia del análisis estático lineal frente a la altura e irregularidad estructural utilizando software comercial ETABS." In The 18th LACCEI International Multi-Conference for Engineering, Education, and Technology: Engineering, Integration, And Alliances for A Sustainable Development” “Hemispheric Cooperation for Competitiveness and Prosperity on A Knowledge-Based Economy”. Latin American and Caribbean Consortium of Engineering Institutions, 2020. http://dx.doi.org/10.18687/laccei2020.1.1.540.

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Buddee, Samard. "Seismic Performance Evaluation of an Existing Vertical Irregularity Reinforced Concrete Building using Nonlinear Time-history Analysis." In IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation. International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/nanjing.2022.1387.

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<p>On 5th May 2014, the Mw 6,1 Mae Lao earthquake occurred at a depth of approximately 6 km in the northern Thai province of Chiang Rai, which caused extensive damage to the community, and spread to Bangkok, an epicentral distance of 670 km, where tall buildings swayed. This paper evaluates the seismic performance of an existing 26-storey reinforced concrete (RC) building with vertical irregularity located in Bangkok, Thailand. The understanding gained from this evaluation can be used to propose effective control measures for similar existing high-rise RC buildings. As the building was c
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Sanni, Shankar H., and Ratnakala S. Bidreddy. "Response Spectrum Analysis of Multi Storied Building on Sloping Ground with Ground, Middle and Top Soft Storey." In International Web Conference in Civil Engineering for a Sustainable Planet. AIJR Publisher, 2021. http://dx.doi.org/10.21467/proceedings.112.51.

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In the concrete era of construction activities, there is scarcity of land especially in metro cities. Even though if there is availability of land it may in the sloping ground, hillocks or on land filled areas, in such areas there will be difficulty in the construction and design aspects. To maintain the slope of the strata, different degrees of such buildings step back towards the slanting slope and may likewise also have set back simultaneously. Hence in the present paper, an attempt has been made to study, G+12 storey building assumed to be in flat ground and also on sloping ground with 20
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Todorić, Krešimir, and Mario Uroš. "BASE ISOLATION OF AN EXISTING REINFORCED CONCRETE BUILDING." In 3rd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2025. https://doi.org/10.5592/co/3crocee.2025.151.

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Croatia is located in a seismically active area where moderate to strong earthquakes occur regularly. In addition, the building stock is relatively old and not maintained, so the seismic risk is high. This is evidenced by the damage caused by the earthquakes in Zagreb and Petrinja in 2020. Currently, the reconstruction of earthquake-damaged buildings is mainly carried out using standard structural strengthening methods. However, the application of base isolation has significant potential and could be an effective solution for a specific type of building. In Croatia, base isolation has not yet
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Shala, Alush, and Jelena Bleiziffer. "IMPROVEMENT OF BUILDING’S WALLS BEARING CAPACITY AFTER AN EARTHQUAKE." In 2nd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2023. http://dx.doi.org/10.5592/co/2crocee.2023.89.

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Strengthening and increasing the capacity of load-bearing walls of buildings after an earthquake is a challenge that requires special study. A viable option is strengthening using standard cement-based materials. This paper will first present and discuss the buildings with load-bearing walls that have shown earthquake survival ability, as well as some methods to improve their performance. The example that is used for discussion is a building that has suffered significant damage from the 2019 earthquake in Albania. The paper will present the calculation of the performance and load-carrying capa
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Grgurić, Karlo, and Mario Uroš. "SEISMIC ASSESSMENT OF THE PRECODE HIGH RISE BUILDING FRAME USING THE PUSHOVER ANALYSIS." In 3rd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2025. https://doi.org/10.5592/co/3crocee.2025.152.

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A large part of the housing stock of the Republic of Croatia consists of buildings that were built in the first half of the 20th century, when seismic regulations were poorly developed. Such buildings do not have quality details and have a high seismic risk. In this work it a pushover analysis of a reinforced concrete historic high rise building in Zagreb was carried out in order to assess its seismic resistance. Given that the building is symmetrical in plan and has a frame structural system, one planar multi-story frame in week direction was chosen for analyses. The quality of materials, dim
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A, Govind. "Analysis of Soft Storey Buildings with Different Types of Steel Bracing Under Seismic Load." In The International Conference on scientific innovations in Science, Technology, and Management. International Journal of Advanced Trends in Engineering and Management, 2023. http://dx.doi.org/10.59544/xjhm6056/ngcesi23p14.

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A soft storey is one that has a discontinuity in the stiffness of the building where one storey is significantly more flexible than the other storey. In order to tackle the problem of parking space, open ground storey is more preferred. The soft storey effect is the main criteria to be considered while constructing a building with open ground storey configuration. These buildings possess a higher tendency for collapse during earthquake due to soft storey effect. The discontinuity in stiffness will result in large bending moment and shear force action in open ground storey building. The study a
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Reports on the topic "ETABS software"

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Saini, Dikshant Singh. DATABASE-ASSISTED DESIGN OF HIGH-RISE STRUCTURES USING ETABS SOFTWARE. National Institute of Standards and Technology, 2022. http://dx.doi.org/10.6028/nist.gcr.22-035.

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Rhee, Daniel M. Database-Assisted Design of Tall Steel Structures Using ETABS Software:. National Institute of Standards and Technology, 2024. http://dx.doi.org/10.6028/nist.tn.2293.

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Cox, R. C., and B. Allen. Environment for Test and Analysis of Distributed Software (ETADS). Defense Technical Information Center, 1994. http://dx.doi.org/10.21236/ada285776.

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