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Artículos de revistas sobre el tema "STAAD PRO"

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Autor: Grafiati

Publicado: 11 de septiembre de 2023

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1

Kumar, Abjiheet, Rajeev Singh Parihar, Abhay Kumar Jha, Barun Kumar y 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, n.º 10 (31 de octubre de 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 structure. It is observed that the stiffness of the floor is 89.64% less as per STAAD PRO compared with ETAB for however it is 89.78% decreasing for diagrid structure. Results show that the base shear is 88.56% more as per STAAD PRO compared with ETAB, however it is 67.5% approximately increasing for diagrid structure for G+19 conventional building.

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2

Patil, K. S. y Pavan S. Dandge. "Rcc Box Culvert – Design and Analysis By Staad Pro". Journal of Advances and Scholarly Researches in Allied Education 15, n.º 2 (1 de abril de 2018): 717–19. http://dx.doi.org/10.29070/15/57058.

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3

Srivastav, Shubham y Deepak Kumar. "A Research Paper on Residential G+2 Story Building". International Journal for Research in Applied Science and Engineering Technology 11, n.º 5 (31 de mayo de 2023): 4701–4. http://dx.doi.org/10.22214/ijraset.2023.52494.

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

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4

Shaikh, Mr Shoaibaktar Yunus. "Comparative Analysis and Study the Behavior of Transmission Line Tower with using Eccentric and Concentric Bracing System with using STAAD Pro Software". International Journal for Research in Applied Science and Engineering Technology 9, n.º VI (10 de junio de 2021): 451–58. http://dx.doi.org/10.22214/ijraset.2021.35012.

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The principle objective of this project is to “Model, Analysis and Study the behavior of transmission line tower with Concentric and Eccentric type of bracing system by using STAAD Pro software”. The Model methods used in STAAD Pro analysis are limit state Design conforming to Indian Standard Code of Practice. STAAD Pro features a state-of-the-art user interface, visualization tools, powerful analysis and design engines with advanced finite element and dynamic analysis capabilities from model generation, analysis and design to visualization and result verification, STAAD Pro is the professional’s choice. Our Final work was the “Comparative Analysis and study the behavior of transmission line tower with Concentric and Eccentric type of bracing system” under various load combinations. Using Indian equal angle section, wind zone II and seismic zone III. And considering the plane terrain

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5

Sote, Shubham. "Structural Analysis of Dome Structure by STAAD Pro". International Journal for Research in Applied Science and Engineering Technology 9, n.º 4 (30 de abril de 2021): 1515–20. http://dx.doi.org/10.22214/ijraset.2021.33990.

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6

Azaz, Prof Mohd. "Comparitive Study of Trusses using Staad-Pro Software". International Journal for Research in Applied Science and Engineering Technology 6, n.º 3 (31 de marzo de 2018): 327–32. http://dx.doi.org/10.22214/ijraset.2018.3049.

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7

Rais, Waqas S. "Analysis of Cantilever Retaining Wall by STAAD PRO". International Journal for Research in Applied Science and Engineering Technology 7, n.º 6 (30 de junio de 2019): 1374–77. http://dx.doi.org/10.22214/ijraset.2019.6236.

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8

Shah, Manthan I., Vishal B. Patel y Snehal V. Mevada. "Comparative Study of Conventional Frame and Diagonally Intersecting Metal with Geometric Irregularities". International Journal for Research in Applied Science and Engineering Technology 10, n.º 4 (30 de abril de 2022): 578–80. http://dx.doi.org/10.22214/ijraset.2022.41283.

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Abstract: Compare the performance of Diagrid structural system and chevron braced frame by using Staad pro software. To analyses the stability of structure in seismic zone according to comparison between bending moment diagram, shear force variation. The STAAD-PRO software is used to develop 3D rendering model and to carry out the analysis. The lateral load such as earthquake to be applied on the buildings are based on the Indian standards. The study is performed for seismic zone –IV (Delhi) as per IS 1893:2002 (Earthquake load). Keyword: Diagrid Structure, Conventional Frame, Tall Buildings, Lateral loads, Staad Pro

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9

Gupta, Sumit y Sumit Pahwa. "FINITE ELEMENT ANALYSIS OF AN RCC STAIR USING STAAD-PRO: A REVIEW". International Journal of Research -GRANTHAALAYAH 6, n.º 9 (30 de septiembre de 2018): 301–8. http://dx.doi.org/10.29121/granthaalayah.v6.i9.2018.1234.

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Our primary goal is to finish layout of stair is to ensure that the shape is safe and most economical in opposition to all feasible loading situations and to fulfill the feature for which they've built. Safety necessities should be in order that the structure is able to serve it cause with the hold fee. Detailed planning of the shape normally comes from several studies made by using city planners, investors, users, architects and different engineers. All the demanding situations faced via structural engineers had been taken as opportunities to develop software program’s together with STAAD-PRO, ETABS & SAFE, SAP etc., with ease of use. Software consisting of STAAD-pro is main commercial software program global for structural evaluation. The design outcomes the usage of STAAD PRO of a Stair case, for each regular and abnormal plan configuration, are used. Reinforced Concrete (RC) building frames are most common sorts of constructions in city India

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10

S H, Shankaranand, Rahul Patange, Megha SP, Deepa C K y Renuka G M. "Design and analysis of industrial warehouse using STAAD Pro". International Journal of Futures Research And Development 01, n.º 01 (2020): 99–113. http://dx.doi.org/10.46625/ijfrd.2020.1112.

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11

Sapate, Prof Vishal. "Analysis and Design of RC Chimney in STAAD-PRO". International Journal for Research in Applied Science and Engineering Technology 9, n.º VII (15 de julio de 2021): 1080–84. http://dx.doi.org/10.22214/ijraset.2021.36524.

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Reinforced chimneys are used in Power plants to take the hot and poisonous flue gas to a great height designed mainly to resist the lateral forces like wind and earthquake as well the thermal stresses of the flue gas. An attempt is made to understand the variation of lateral deflection at the top of the chimney, by varying the height of chimney above 275 m. A total of five models are selected for five different heights i.e 275m, 285m, 295m, 305m & 315m and the analysis is done. All the models were analyzed and the lateral deflection regarding is calculated. Code of practice for design of reinforced concrete chimney (Third revision of IS 4998:1992 [Part I]) is used for the referance analysis. STAAD PRO software is used to do the analysis. Further an attempt is made to understand the variation of lateral deflection at the top of the chimney for different heights.

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12

Koshti, A. A. "Behaviour of R.C. Elevated Water Tank by Staad - Pro". International Journal for Research in Applied Science and Engineering Technology 8, n.º 7 (31 de julio de 2020): 645–49. http://dx.doi.org/10.22214/ijraset.2020.30285.

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13

Surender Kumar, K., N. Lingeshwaran y 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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14

Solanki, Suraj y Pragya Pareek. "Review on Comparative Analysis of Symmetrical, Unsymmetrical and Diagrid Multistory Building using Staad pro." International Journal for Research in Applied Science and Engineering Technology 11, n.º 2 (28 de febrero de 2023): 22–28. http://dx.doi.org/10.22214/ijraset.2023.48928.

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Abstract: This review paper involves the study of various aspects of analysis and design of multi storey residential building by using STAAD. Pro. Structural designing requires a detailed structural analysis on which the design of the structure is based. But it is not always possible to do in manual calculation hence the need for programming tools was found. For which several of power tools were formed, among which the most widely used one is STAAD.

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15

Wahyudi, Yuli, Akhmad Gajali y Fathurrahman Fathurrahman. "ANALISIS KAPASITAS DAYA DUKUNG PONDASI TIANG PANCANG DENGAN PEMBEBANAN VERTIKAL MENGGUNAKAN PROGRAM STAAD Pro V8i PADA PROYEK PEMBANGUNAN RUMAH SAKIT KELAS D KECAMATAN KINTAP KABUPATEN TANAH LAUT". Jurnal Kacapuri : Jurnal Keilmuan Teknik Sipil 1, n.º 2 (1 de diciembre de 2018): 93. http://dx.doi.org/10.31602/jk.v1i2.1777.

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Daya dukungpondasi merupakan salah satu faktor yang penting untuk diperhitungkan dalam perencanaan dan pelaksanaan konstruksi. Daya dukung pondasi diharapkan mampu melebihi pembebanan vertikal bangunan, guna untuk menjaga kestabilan berdirinya suatu bangunan.Dalam analisis daya dukung pondasi tiang pancang pada pembangunan Rumah Sakit Kelas D Kecamatan Kintap Kabupaten Tanah Laut menggunakan metode Meyerhof dan data penyelidikan tanah diperoleh dari hasil uji lapangan Cone PenetrationTest (Sondir). Sedangkan dalam analisis pembebanan vertikal menggunakan bantuan program STAAD Pro V8i (metode finite element).Berdasarkan hasil perhitungan analisis daya dukung pondasi tiang pancang pada pembangunan Rumah Sakit Kelas D Kecamatan Kintap Kabupaten Tanah Laut diperoleh nilai kapasitas daya dukung ultimit pondasi sebesar 211,520 ton. Sedangkan hasil analisis pembebanan vertikal menggunakan program STAAD Pro V8i diperoleh nilai gaya vertikal maksimum sebesar 81,965 ton. Dari hasil kedua analisis tersebut dapat diperoleh nilai faktor keamanan pondasi sebesar 2,581 dan pondasi tersebut dapat disimpulkan aman dalam menahanpembebanan vertikal.Kata Kunci:Kapasitas Daya Dukung, Pondasi Tiang Pancang,Pembebanan Vertikal, STAAD Pro V8i. Foundation carrying capacity is one of the important factors to be taken into account in planning and carrying out construction. Bearing capacity is expected to be able to exceed the vertical loading of buildings, in order to maintain the stability of the establishment of a building.In the analysis of carrying capacity of pile foundations in the construction of Class D Hospital in Kintap District Tanah Laut Regency using the Meyerhof method and ground investigation data obtained from the results of the Cone Penetration Test field test (Sondir). Whereas in the vertical loading analysis using the help of the STAAD Pro V8i program (finite element method).Based on the results of the calculation of the analysis of carrying capacity of the pile foundation in the construction of Class D Hospital in Kintap District Tanah Laut Regency, the value of ultimate bearing capacity of the foundation is 211,520 tons. While the results of vertical loading analysis using the STAAD Pro V8i program obtained a maximum vertical force value of 81.965 tons. From the results of the two analyzes can be obtained the value of the foundation safety factor of 2.581 and the foundation can be concluded to be safe inIholding vertical loading.Keywords: CarryingICapacity, pile foundation, VerticalILoading, STAAD Pro V8i.

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16

Nabi, Mir Furqan. "Study of Ductile Detailing for Vertical Urbanization using STAAD Pro". International Journal for Research in Applied Science and Engineering Technology 8, n.º 9 (30 de septiembre de 2020): 168–73. http://dx.doi.org/10.22214/ijraset.2020.31353.

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17

Sagale, Akshay. "Analysis and Design of Cable Stayed Bridge using STAAD-PRO". International Journal for Research in Applied Science and Engineering Technology 8, n.º 5 (31 de mayo de 2020): 231–35. http://dx.doi.org/10.22214/ijraset.2020.5036.

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18

Dod, Ankush. "Comparative Analysis of RCC and Steel Building Using STAAD Pro". International Journal for Research in Applied Science and Engineering Technology 8, n.º 5 (31 de mayo de 2020): 1291–99. http://dx.doi.org/10.22214/ijraset.2020.5207.

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19

Kumar, Dinesh. "Design and Analysis of High-Rise Building using STAAD Pro". International Journal of Civil Engineering 6, n.º 6 (25 de junio de 2019): 7–14. http://dx.doi.org/10.14445/23488352/ijce-v6i6p102.

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20

Shaik, Kalesha, Ratnamala Reddy B.S.S. y Durga Chaitanya Kumar Jagarapu. "An analytical study on pre engineered buildings using staad pro". Materials Today: Proceedings 33 (2020): 296–302. http://dx.doi.org/10.1016/j.matpr.2020.04.076.

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21

Verma, Abhisheck y Gagandeep. "Dynamic Analysis of Irregular Multi- Storied building using Staad pro". IOP Conference Series: Earth and Environmental Science 1110, n.º 1 (1 de febrero de 2023): 012039. http://dx.doi.org/10.1088/1755-1315/1110/1/012039.

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Abstract The topic “Dynamic analysis of multistoried irregular building using Staad pro”is a topic of major concern as with industrialization and development most of the population opt for urban areas. The structural stability of a building has to be compromised in order to attain lateral loads due to earthquake and wind in concurrence to gravity loads. Hence, it is quite evident for a structure to have sufficient strength and enough stiffness to resist loads. Design and analysis nowadays are convenient as well as affordable just because of the availability of computers and specialized programs. The multistoried building is designed using software Staad pro v8i. The paper deals with analysing three different models of irregular multi story building (G+10) with a height of each floor as 3m having response factor as 5, importance factor as 1.2, soil type as medium soil, structure type 1 with a damping ration of 5% is taken into consideration. The loads being used in the analysis are Dead load which is considered as per IS 875 part 1, live load as per IS 875 part 2 and seismic load as per IS 1893 part 1. The beams, columns and slabs are celibately designed in software. Results of three models are then compared as per storey drift, displacement and base shear.

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22

Niranjan, Abhishek, Rajeev Singh Parihar, Abhay Kumar Jha, Barun Kumar y Rajesh Misra. "Parametric Evaluation on Reinforced Concrete Solid Slab Bridges by Staad-Pro Software". International Journal for Research in Applied Science and Engineering Technology 10, n.º 9 (30 de septiembre de 2022): 536–39. http://dx.doi.org/10.22214/ijraset.2022.46659.

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Abstract: Designing with economy, grace, and sturdiness is the art and science of structural planning and analysis. To compete in the highly competitive market, structural designing necessitates a thorough structural analysis on which the planning is predicated. The use of software can reduce the number of man hours and efforts required for structural analysis, and an effort was made in the current study to accomplish this goal. This study's objective is to assess and design a solid-deck slab bridge using STAAD-Pro and a manual process under various loading circumstances. Additionally, STAAD-Pro, which runs through numerous load combinations, was used to check the analysis results in terms of shear, bending moment, axial force, and deflection. The highest design moments produced by the fusion of different loading scenarios.

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23

Pandulu, Galih Damar, Mukhlis Pribadi, Handika Setya Wijaya y Diana Ningrum. "Perancangan Struktur Bangunan Central Sterile Supply Department (CSSD) Rumah Sakit Mawaddah Medika Mojokerto". JAST : Jurnal Aplikasi Sains dan Teknologi 5, n.º 2 (5 de enero de 2022): 102–12. http://dx.doi.org/10.33366/jast.v5i2.2676.

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Mawaddah Medika Hospital requires personnel who have building expertise and require supporting equipment in terms of supervision and analysis to calculate building structures that meet standards. The purpose of this community service is the application of the Structural Analysis And Design (STAAD) Pro V8i application to calculate safe building structures that hospitals must provide to support their activities. The results of calculating the dimensions of the concrete and its reinforcement are based on the axial moments and forces carried on the Central Steril Supply Department building. Structural calculation method with Structural Analysis And Design (STAAD) Pro V8i. As a result of this community service activity, partners receive assistance in planning the structure of the building so that an effective planning implementation can be obtained.ABSTRAKRumah Sakit Mawaddah Medika, membutuhkan kompetensi personil yang mempunyai keahlian Bangunan Gedung, serta membutuhkan peralatan yang mendukung dalam hal survei maupun peralatan analisa untuk menghitung struktur bangunan gedung yang memenuhi standar.. Tujuan dari kegiatan pengabdian kepada masyarakat ini adalah penerapan aplikasi teknologi Structural Analysis And Design (STAAD) Pro V8i untuk perhitungan struktur bangunan gedung yang aman yang harus disediakan oleh rumah sakit untuk menunjang aktivitasnya. Hasil perhitungan menentukan dimensi beton dan tulangannya berdasarkan momen aksial dan gaya yang dipikul pada gedung Central Steril Supply Department. Metode perhitungan struktural dengan Structural Analysis And Design (STAAD) Pro V8i. Hasil dari kegiatan pengabdian masyarakat ini, mitra memperoleh pendampingan perencanaan struktur bangunan gedung sehingga diperoleh implementasi perencanaan yang efektif dan efisien

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24

Modi, Raghvendra R. "Seismic Performance Assessment of Masonary Infilled RC Frames by Using Staad PRO". International Journal for Research in Applied Science and Engineering Technology 10, n.º 5 (31 de mayo de 2022): 3908–18. http://dx.doi.org/10.22214/ijraset.2022.43272.

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Abstract: Now a days construction of the RC frame is common because of the simplicity in construction. The masonry walls are mainly used for partition and insulation purposes rather than for structural purposes. However, during the earthquake, this filling contributes to the response of the structure and the behavior of the filling frame is different from that expected for the structure of the bare frame. The fill acts as a compression strut between column and beam. For this purpose, linear dynamic analysis were carried out on the structure of the RC masonry frame to study the influence of the resistance variation of the structure with n without a infill wall, filling effect on dynamic parameters such as the natural period, displacement and state of the hinge. In this rear-end collision effect high building is studied. All analysis are performed by the STAAD PRO v8i software. building modeling and analysis are performed on STAAD PRO v8i. For the analysis the building with G + 10 RCC frame is modeled. In this analysis the width of the strut is calculated manually according to the expression given in the FEMA-356. The infill panels are modeled as equivalent single diagonal struts. Several equations for calculation are considered for these diagonals. In this study the comparison of time verses acceleration , time verses velocity , time verses displacement with respect to the floor is made . The study shows that the influence of filling on the structure is significant. It increases the rigidity of the structure and makes the structure able to withstand a seismic region with respect to the bare frame. Keywords: Infill walls, Seismic force, base shear , STAAD Pro. , Time History, response spectrum.

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Et. al., A. Sharma,. "Analysis Of Steel-Rcc Composite Deck Bridge". Turkish Journal of Computer and Mathematics Education (TURCOMAT) 12, n.º 4 (11 de abril de 2021): 212–20. http://dx.doi.org/10.17762/turcomat.v12i4.497.

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: In the literature, provisions for analysis and design of steel-RCC composite deck type truss and cable-stayed bridges do not exist. A composite deck type truss bridge model is analyzed using STAAD Pro V8i software and a model with the same dimensions is tested in the laboratory. The experimental test results are used to validate the STAAD analysis results. Bottom chord strain and mid-span deflection of the composite bridge model as found from the STAAD analysis and the laboratory experiment closely tally with each other. This validates the standard STAAD analysis results. However, in the top chord member, due to shrinkage cracks in the deck slab concrete, the experimentally recorded strain is higher by about 100% than the STAAD analysis result. Shear force in studs is considerably large near supports and joints as compared to the midsection. Therefore, the design of shear studs may be carried out based on the shear forces in the studs found from the STAAD analysis. Thus it is recommended that STAAD or any other standard finite element analysis software can be used for analysis and design of the composite bridges.

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Kumar, Neeraj y Dr K. S. Grover. "A Comparative Study of Conventional Steel Building and Pre-Engineered Steel Building Structure using STAAD PRO". International Journal for Research in Applied Science and Engineering Technology 10, n.º 6 (30 de junio de 2022): 1070–74. http://dx.doi.org/10.22214/ijraset.2022.43932.

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Abstract: Steel is generally used in all the industrial structures. The design of Pre-Engineered Building structures using tapered sections as the primary frames has saved quantity of steel substantially when comparing to the steel used on Conventional Steel Building structures. In this study, industrial building of different spans (10m, 15m, 20m, 25m, 30m, 40m & 50m) is analysed and designed according to the Indian Standards, IS 800-2007 using conventional hot rolled sections and PEB tapered sections. In this study, a relation is being made among the parameters of building to get the flow of pattern of steel reduction in the primary frames of different spans of structures. This study is carried out using STAAD PRO Connect edition. Keywords: Pre-Engineered Building, Conventional Steel Building, STAAD Pro, IS 800-2007, Tapered Section

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27

Harle, Shrikant M. "Analysis by STAAD-PRO and Design of Structural Elements by MATLAB". Journal of Asian Scientific Research 7, n.º 5 (2017): 145–64. http://dx.doi.org/10.18488/journal.2.2017.75.145.164.

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Mahdewa, Prakash y Mrs Kirti Sahu Tirpude. "Design The Circular Water Tank by Using the STAAD Pro Software". International Journal for Research in Applied Science and Engineering Technology 10, n.º 5 (31 de mayo de 2022): 1678–92. http://dx.doi.org/10.22214/ijraset.2022.42622.

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Abstract: Water tank are very useful for storage of water to involve the consumption of water we need to hold on to the capacity of water as much required. Now a day’s storage tank are suitable for all types of environment we live as old a civilized technique. Water is the common need for all the living organisms to survive. Portable water is imperative for good health of human beings. It is most important to supply portable water to every individual and every faction; hence it is very requisite to store water. Water is generally stored in the tanks the stored water is supplied to every faction through pipelines. In the project, we have planned and designed a circular reinforced cement concrete water tank. A circular tank is manually designed. It is further analyzed using the debut analysis software STAADPRO.

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Imadabathuni, Chandana, Padala Sri Vardhan Goud, Nalla Ravi Kiran y Bathula Naveen. "Analysis and Design of Intze Water Tank by Using STAAD Pro". E3S Web of Conferences 309 (2021): 01178. http://dx.doi.org/10.1051/e3sconf/202130901178.

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Water tank is a water storage structured built for long term use. These tanks were utilized for various uses like distribution of water, firefighting, agriculture, food industry, paper mills etc. It comes in handy when there is an intermittent supply of water or scarcity of water. Materials like concrete, pvc Galvanized Iron, fibre is used to manufacture tanks. Water is pumped through pipe by using pumps from a source. For distribution purpose water can be distributed either gravity or pump to reach individual with desired pressure and velocity. Volume is calculated based upon population and their usage and demand. Water demand varies hour to hour. For a continues supply water tanks are best suited. To meet water demand by public water tanks are to be constructed. Design and analysis are similar for any liquid present in water tank but is should be crack free to avoid leakage

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Rao, Mr M. Durga. "Analysis and Design of G+6 Residential Building using STAAD PRO". International Journal for Research in Applied Science and Engineering Technology 8, n.º 9 (30 de septiembre de 2020): 1226–32. http://dx.doi.org/10.22214/ijraset.2020.31737.

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., Tejashree Kulkarni. "ANALYSIS AND DESIGN OF HIGH RISE BUILDING FRAME USING STAAD PRO". International Journal of Research in Engineering and Technology 05, n.º 04 (25 de abril de 2016): 235–37. http://dx.doi.org/10.15623/ijret.2016.0504045.

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32

Deep, Akash. "Analysis & Design of G+5 Residential Building Using STAAD-PRO". International Journal for Research in Applied Science and Engineering Technology 11, n.º 5 (31 de mayo de 2023): 5075–78. http://dx.doi.org/10.22214/ijraset.2023.51888.

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Abstract: Structural planning and design is an art and science of designing with economy elegance and durable structure. The entire process of structural planning and designing is not only requires imagination and conceptual thinking but also sound knowledge of structural engineering besides knowledge of practical aspects such as relevant design codes and by-loss backed up by example experiences. The purpose of standards is to ensure and enhance the safety, keeping careful balance between economy and safety. In the present study G+5 building of 9.0mX15.2m.Area 136.8sqmeter at Badarpur New Delhi , is designed (Slabs, Beams, Columns and Footings) using STADD PRO software. In order to design them, it is important to first obtain the plan of the particular building that is, positioning of the particular rooms (Drawing room, bed room, kitchen toilet etc.) such that they serve their respective purpose and also suiting to the requirement and comfort of the inhabitants. Thereby depending on the suitability; plan layout of beams and the position of columns are fixed.

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33

Ramakrishna, B., G. Swetha, SK Amreen Shazia, K. Kiran Sai y S. Durga Venkata Dinesh. "Analysis of Multi-Storied Building in Different Seismic Zones using STAAD Pro". IOP Conference Series: Earth and Environmental Science 982, n.º 1 (1 de marzo de 2022): 012074. http://dx.doi.org/10.1088/1755-1315/982/1/012074.

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Abstract The aim of this paper is to analysis of a multi-stored building [G+5] using STAAD Pro by considering different seismic zones. The analysis of a multi-stored building [G+5] initially for all type of loads (Seismic load, Dead load, Live load and Wind load) and possible load combinations are performed as per Indian codes. The seismic analysis is done under different zones which are Zone-II, Zone-III, Zone-IV, Zone-V and also zone factor values are considered as per IS 1893-2002 (Part-1). By considering each zone factor value and loads including self-weight, member weight, floor weight in seismic load, dead load, live load and wind loads the structure may affect. Also observing the Shear force, bending moment and deflection values for the whole building in different Seismic zones by using STAAD Pro. In analysing the whole structure considering all parameters like all loads (live load, dead load, seismic loads wind load) and type of structure, damping ratio, importance factor, response reduction factor, zone factor/different cities under different zones plays major role in building how it reacts to it and by shear force, bending moment, deflection values states that it is safe in particular zones or all the factors must be taken in consideration to imply the building is safe or not.

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34

Sayyed, Zeba J. "Seismic Analysis of Honeycomb Structure over Conventional Structure with comparative Study by using STAAD PRO". International journal of Emerging Trends in Science and Technology 04, n.º 07 (31 de julio de 2017): 5343–47. http://dx.doi.org/10.18535/ijetst/v4i7.06.

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35

P Tayade., Ms Monal. "A Comparative Study of Stress Parameters Obtained by STAAD-Pro and ETAB". International Journal for Research in Applied Science and Engineering Technology 5, n.º II (1 de febrero de 2017): 6–15. http://dx.doi.org/10.22214/ijraset.2017.2002.

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36

Shelke, Miss Shraddha y Prof Vishal Sapate. "Review on Analysis and Design of RCC Cooling Tower Using STAAD-Pro". International Journal for Research in Applied Science and Engineering Technology 10, n.º 5 (31 de mayo de 2022): 2789–93. http://dx.doi.org/10.22214/ijraset.2022.42946.

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Abstract: Cooling tower is a device which converts hot water into cold water due to direct air contact. It works on the temperature difference between the air inside the tower and outside the tower. Natural draft cooling tower is one of most widely used cooling tower. Hyperbolic shape of cooling tower is usually preferred because of its strength and stability and large available area at the base due to shape. As it is very important structure in nuclear and chemical plants, it should be continuously assessed for its stability under selfweight, and lateral loads like wind load and earthquake load. Therefore, cooling towers have been analyses for wind load by assuming fixity at the shell base. The wind loads on these cooling towers have been calculated in the form of pressures by using the circumferentially distributed design wind pressure coefficients as given in IS: 11504 -1985 code along with the design wind pressures at different levels as per IS:875 (Part 3) - 1987 code. These towers with very small shell thickness are exceptional structures by their sheer size and sensitivity to horizontal loads. The present study deals with the analysis of cooling tower maximum displacement, support reactions, support moments, stresses and bending moments in plates due to seismic loading, wind loading and dead load i.e., its self-weight on a hyperbolic cooling tower is continuous function of geometry. Keywords: Cooling Tower, Wind Load, Stresses and Moments

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37

Kumbhare, Samiksha. "Seismic Analysis of Multistorey (G+7) Building using Staad-Pro and Manually". International Journal for Research in Applied Science and Engineering Technology 7, n.º 4 (30 de abril de 2019): 1287–97. http://dx.doi.org/10.22214/ijraset.2019.4231.

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38

Khatri, Deepika. "Structural Analysis of Diagrid and Regular Building Structure by Using Staad-Pro". International Journal for Research in Applied Science and Engineering Technology 7, n.º 8 (31 de agosto de 2019): 388–93. http://dx.doi.org/10.22214/ijraset.2019.8055.

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39

S. S. S, Nitish, Sai Rethvika B, Joshna P, Charan Yadav B y Surya Prakash B. "Structural Behaviour of Cable- Stayed Bridge with Different Pylons using STAAD Pro". International Journal for Research in Applied Science and Engineering Technology 11, n.º 3 (31 de marzo de 2023): 1922–30. http://dx.doi.org/10.22214/ijraset.2023.49839.

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Abstract: Cable-stayed bridges were originally developed in the late 16th century but became less popular towards the end of the 20th century when suspension and reinforced concrete designs became more commonly used. However, advancements in material and methods have made them popular again in 21st century, particularly for longer -span crossings. They are suitable for spans longer than cantilever bridges but shorter than suspension bridges, and their main feature is the direct connection of cable from the tower to the deck. Cable-stayed bridges have undergone significant technical advancements and now have impressive aesthetic appearances, thanks to improvements in material, engineering analysis and design, and construction methodology. This thesis focuses on the design and analysis of four different pylon -shaped cable- stayed bridges with semi-fan cable arrangements using STAAD.Pro V8i software for designing and MS excel for comparative analysis. The primary aim of the thesis is to provide a detailed description of the structural behaviour of these bridges and present a comparative analysis.

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40

Nimbalkar, P. V. "Design of Circular Overhead Water Tank, Modelling and Analysis Using Staad-Pro". International Journal for Research in Applied Science and Engineering Technology 11, n.º 6 (30 de junio de 2023): 617–24. http://dx.doi.org/10.22214/ijraset.2023.53662.

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Abstract: Water tanks are frequently used for storing potable water. Due to inadequacy of water around the world, significance is given more on the water storage project. So water storage is very essential as it plays a vital role in everyday life. water tanks and Storage reservoirs are used to store water, petroleum products, liquid petroleum, and similar liquids. All tanks are analysed and designed as crack free structures to get rid off any leakage. This project provides a brief explanation of the theory underlying the manual analysis and design of an overhead circular water tank using the Working Stress Method (WSM) and software modeling and analysis using Stat-Pro.

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41

Jaiswal, Abhishek, Sumeet Singh, Naresh Saini, Nishant Sharma y Prof Ninad Khandare. "Comparative Analysis of Structure for Calamity by using Midas Gen, ETABS and STAAD pro". International Journal for Research in Applied Science and Engineering Technology 11, n.º 5 (31 de mayo de 2023): 517–25. http://dx.doi.org/10.22214/ijraset.2023.51532.

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Abstract: During the past few years the earthquakes have dealt a lot of damage to life and property in India. To overcome this, the need for advancement in construction is necessary. With Scarcity of area and overgrowing population the need of constructing High Rise building has been increasing. Traditional high rise structures are tend to be weak against additional load pressure or earthquakes. To counter such situations and to reduce the effect of such calamity with the help of structural analysis and use of methods like Base Isolation, X bracing and Shear Wall, the intensity of such problem can be reduced to a wide extent. This paper represents the comparison of various methods on normal high rise building with the use of Midas Gen ,ETABS and STAAD pro..We took the case for Seismic zone 2 with medium soil category. Structural engineering software has progressed significantly in recent years. MIDAS GEN, ETABS and STAAD pro conducts structural design and analysis packages that support multiple types of concrete, steel, aluminum and timber international design codes.

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42

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, n.º 2 (28 de febrero de 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 staad pro. Staad pro is there for long in the field of simulation and etabs is easy to workout with the interactive design and functions. We have compared here mainly three types of structures made entirely of steel sections. A Howe roof truss, a Howe bridge truss and a transmission tower. All of them were modeled in both etabs and staad pro and the results were matched. Both the software showed quite same base reaction, bending moment and shear forces. But Etabs shows slightly less bending moment, shear forces & Base reaction with more precision in the respective members as compared to StaadPro. And on the other hand etabs also shows which members is stressed or utilized fully upto its strength, by which one can use an optimized way of designing a structures.

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43

Prakash, Divya, Dr Praveen Kumar Singhai, Abhay Kumar Jha y Barun Kumar. "Comparative Analysis of Composite Structure by STADD Pro Software". International Journal for Research in Applied Science and Engineering Technology 11, n.º 4 (30 de abril de 2023): 2274–77. http://dx.doi.org/10.22214/ijraset.2023.50603.

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Abstract: In comparison to many other emerging nations, India uses a fairly little amount of steel in the construction industry. Other nations' experiences suggest that this isn't because steel isn't economically viable as a building material. Maximum Axial Forces On Column Base Of The Structure Column RCC Structure (kN),steel Structure (kN) ,Difference in Foundation Size and Reinforcement Requirements Property RCC Structure, Steel Structure Size:- are found by staad pro software. .With the existing development requirements in India, there is a tremendous opportunity for raising the volume of steel in teaching. A significant loss for the nation results from not utilising steel where it is cost-effective as an alternative construction material. Also, it is clear that modern composite sections made of steel and concrete are a time, money, and cost-effective alternative for important civil structures like bridges and tall skyscrapers.

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44

Aghamkar, Allen y Dr A. R. Gupta. "Comparative Analysis of Various Geometrical Shape Water Tanks Resting Over Ground for Same Capacity with Different Support Conditions". International Journal for Research in Applied Science and Engineering Technology 10, n.º 9 (30 de septiembre de 2022): 511–15. http://dx.doi.org/10.22214/ijraset.2022.46655.

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Abstract: Water is one the most important source for humans to live. The need of water is serious and its storage is must. Water tanks are used to provide storage of water for use in many application of our day to day life. So, an appropriate analysis of these water tanks must be done. This paper concerns the study of comparative analysis between circular, square and rectangular reinforced concrete water tanks resting over ground for same capacity. The report will include the study of analysis of various shapes of water tank using Staad-Pro and comparative analysis of circular, square and rectangular water tank with different support conditions on the basis of their post processing results taken from Staad-Pro. The above mentioned points will be studied in this report and conclusion will be made on the basis of the results.

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45

Bhavani Nithya R, Ram Prakash M, Mr.Saravanaraja R y Dr.Thirumalai Raja K. "Study of Concrete Frame Structure of Commercial Building with Floating Column". international journal of engineering technology and management sciences 7, n.º 2 (2023): 824–29. http://dx.doi.org/10.46647/ijetms.2023.v07i02.090.

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The planning process is the art and science of design with the construction that is economical, robust and durable. This project is primarily based on code Design and Analysis of Frame Buildings. The entire standard planning and design process requires thinking, knowledge, and reflection. Analysis and design of G+2 storey commercial buildings using IS criteria. Analysis and all samples were generated by and analyzed by STAAD Pro. software. All the drawing and detailing was done by AutoCAD, which was also the basis for the conversion of structure to analysis and design in STAAD Pro. Floors, beams, stairs, etc. in this project. It design adopts the IS: 456-2000. Consider the difference between the positions of members pursuant to IS; 875-1987 (Part 1, Part 2, Part 3). Therefore, the construction of buildings has been planned as per the Indian National Building Code.

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46

Hallale, Mr Shivkumar. "Seismic Behaviour of Overhead Circular Water Tank with Shear Wall using STAAD PRO". International Journal for Research in Applied Science and Engineering Technology 6, n.º 6 (30 de junio de 2018): 112–19. http://dx.doi.org/10.22214/ijraset.2018.6022.

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47

Al-Taie, Entidhar, Nadhir Al-Ansari y Sven Knutsson. "Effect of Bearing Capacity on Designing Foundations in Iraq Using STAAD Pro-v8i". Engineering 06, n.º 06 (2014): 292–303. http://dx.doi.org/10.4236/eng.2014.66033.

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48

mustafa ali, md, waseem ahmad, maqsood ali malik, fahed ahmad y mohd ashraf. "Analysis of multi story building in different seismic zone by STAAD PRO v8i". INTERNATIONAL JOURNAL OF RECENT TRENDS IN ENGINEERING & RESEARCH 06, n.º 01 (31 de enero de 2020): 27–31. http://dx.doi.org/10.23883/ijrter.2020.6005.bwolw.

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49

Radake, Nikita D. y R. V. R. K. Prasad. "A Review on Comparative Study between the Pre-Engineered Building and Conventional Steel Building". International Journal for Research in Applied Science and Engineering Technology 10, n.º 4 (30 de abril de 2022): 1532–36. http://dx.doi.org/10.22214/ijraset.2022.41569.

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Abstract: In steel structure design the Pre-engineering building (PEB) system is a modern technology that provides economical, eco-friendly, and sustainable structures. The pre-Engineered Building (PEB) concept is a new conception of single-story industrial building construction. This methodology is versatile not only due to its quality pre-designing and prefabrication but also due to its lightweight and economical construction. This concept has many advantages over the Conventional Steel Building (CSB) concept of buildings with roof trusses. This paper mainly focuses on the PEB concept and CSB concept. The study is achieved by designing a Warehouse building as PEB and as CSB with the help of Staad Pro. The CSB is designed and analyzed by IS 800:2007 (LSM) and PEB is designed and analyzed by AISC 360:10. Keywords: Pre-Engineered Building (PEB), Conventional steel building (CSB), Structure analysis and Design, STAAD PRO V8i

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50

Dadra, Sarpreet, Jatinder Kumar, Satinderjit Singh, Taranvir Singh Saini, Shubham Sharma, Jasgurpreet Chohan, Raman Kumar y Sandeep Singh. "Investigation on the influence of point loads on the deflection behaviour of G+5 frame structure". IOP Conference Series: Earth and Environmental Science 889, n.º 1 (1 de noviembre de 2021): 012017. http://dx.doi.org/10.1088/1755-1315/889/1/012017.

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Abstract Nowadays, multi-storey structure portal frames are most commonly used worldwide. Multistory frames are used in structural systems in all metropolitan cities, future cities, and important businesses. The present study the effect of various point loads varying from 22 to 32 kN in steps of 2 were applied on the center of horizontal beams of the frame structure. The deflection behaviour in form of deflection, reaction, beading moments under point loading were discussed analytically according to stiffness matrix method and the results are validated with the help of simulation using STAAD Pro software. Results revealed that the analytical method using manual calculations in excel sheet provides approximately similar results as obtained by the costly simulation technique using STAAD Pro software. Therefore, the implementation of this excel sheet can be recommended for standard analysis of portal frame structures based on the outcomes of this study.

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