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Academic literature on the topic 'SAP2000 V19'
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Journal articles on the topic "SAP2000 V19"
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Doiphode, Dr G. S., and Pratik Saraiya. "Dynamic Behaviour of Raft Foundation for Tall building with Variable Subsoil." International Journal of Engineering and Advanced Technology 10, no. 2 (December 30, 2020): 230–35. http://dx.doi.org/10.35940/ijeat.b2099.1210220.
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Structures are often constructed on layers of soil unless bedrock is very close to the ground surface. When the ground is stiff enough, the dynamic response of the structure will not be influenced significantly by the soil properties during the earthquake, and the structure can be analysed under the fixed base condition. When the structure is resting on a flexible medium, the dynamic response of the complete structure will be different from the fixed base condition, where the interaction between the soil and the structure has to be incorporate. This behavioural difference because of the phenomenon commonly referred to as Soil-Structure Interaction (SSI), which if not considered in analysis and design properly; the accuracy in assessing the structural safety, response for earthquake excitation could not be reliable solution. Hence evaluation of the site, specific effect of soil stiffness on structure becomes important to understand behaviour of structure. Flexibility of soil increases natural period of structure, which basically turn changes the seismic response of structure. The interaction among structure, their foundation and soil media below foundation alter the actual behaviour of structure. Here G+25 storey building is modelled and analysed, employing Finite Element Method adopting Commercial code SAP2000 V19 under fixed base (no soil-structure interaction) and flexible base considering soil-structure interaction. An attempt has been made to evaluate the effect of soil structure interaction of super structure by considering the systematic parameters like time period, lateral displacement, storey drift, bending moment in dual global structural axis i.e., X-X and Y-Y direction.
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Zor, Mustafa, and Murat Emre Kartal. "Finite Element Modeling of Fiber Reinforced Polymer-Based Wood Composites Used in Furniture Construction Considering Semi-Rigid Connections." Drvna industrija 71, no. 4 (September 28, 2020): 339–45. http://dx.doi.org/10.5552/drvind.2020.1916.
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In this study, control samples of pine (Pinus slyvestris L.), beech (Fagus orientalis L.) and oak (Quercus petreae L.) species were obtained by using fi ber reinforced finger corner joints. Teknobont 200 epoxy and polyvinyl (PVAc) adhesives were used as glue. Bearing in mind the critical loads that may affect their use, experimental samples were tested under diagonal loads. Experimental samples were also analyzed by a computer program using the finite element method (FEM). Finally, experimental data were compared with the results of FEM. The comparisons clearly showed that experimental results and finite element solutions (SAP2000 V17) including semi-rigid connections are in good agreement. As a structural analysis program in furniture engineering designs, FEM can be preferred in terms of reliability and cost.
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Phuke, R. M. "Behaviour of Multi-storeyed Steel Building with Steel Plate Shear Wall." International Journal for Research in Applied Science and Engineering Technology 9, no. VIII (August 15, 2021): 518–30. http://dx.doi.org/10.22214/ijraset.2021.37357.
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The present study describes the analysis and design of high-rise steel building frame with and without Steel plate shear wall (SPSW). Further it is compared with moment resisting steel framed building and X-Braced steel framed building. For present work Response Spectrum Analysis is carried out for steel moment resisting frame building having G+19 storey situated in zone III. Modeling is done by using strip modeling. The analysis of steel plate shear wall and the building are carried out using software SAP2000 V15. The main parameter considered in this project is to compare the seismic performance of buildings i.e. lateral deflection. The models are analyzed by Response Spectrum analysis as per IS 1893:2002 and design has been carried out by using IS 800-2007.
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Zor, Mustafa, Murat Kartal, and Douglas J. Gardner. "Finite Element Analysis of Heat Treated Wood Filled Styrene Maleic Anhydride (SMA) Copolymer Composites." Drvna industrija 70, no. 1 (March 26, 2019): 43–49. http://dx.doi.org/10.5552/drvind.2019.1808.
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The computer aided three dimensional static analyses of the specimens was done by using the Finite Element Method (FEM) and obtained data was compared with actual test data. The aim of this study is to compare the deformation/stress analyses with FEM analysis results of styrene maleic anhydride (SMA) copolymer composites. The heat treated wood/SMA copolymer composites were produced from different loadings (from 10 to 30 wt. %) of heat treated and untreated eastern white pine wood flours (Pinus strobus L.). All formulations of wood flour/SMA copolymer composites were produced by melt compounding through injection molding. The deformation/stress results obtained from the experimental solutions are very close to the results obtained from the numerical solutions (SAP2000 V17). As a result, it can be said that it is beneficial to use the FEM in the engineering design approach after the data obtained by the experimental solutions as meaningful values after application of the FEM.
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Tistogondo, Julistyana. "ANALISA PERBANDINGAN ALTERNATIF DESAIN DAN RAB MENGGUNAKAN STRUKTUR BAJA DENGAN BETON PADA PROYEK KONSTRUKSI GEDUNG ASRAMA PMY BAUCAU." Jurnal Ilmiah MITSU 7, no. 2 (October 24, 2019): 1–4. http://dx.doi.org/10.24929/ft.v7i2.715.
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Perencanaan ulang struktur atasbaja dengan struktur atasbeton pada struktur pembangunan asrama PMY Baucau, ukuran denah yang terdiri dari 2 lantai dan tinggi gedung ini bertujuan : 1.) untuk mendesain dimensi struktur atas seperti kolom, balok dan pelat, 2.) untuk menghitung beban rencana gravitasi dan seismik pada bangunan, 3.) untuk menentukan tulangan balok dan kolom dengan sistem rangka pemikul momen khusus (SRPMK) dan analisis struktur tersebut menggunakan SAP2000.V14, 4.) untuk membuat perbandingan RAB, guna mengetahui nilai ekonomis dari kedua alternative struktur tersebut. Perhitungan struktur beton mengacu pada SNI 2847-2013, perhitungan gempa mengacu pada SNI 1726-2012 dan perhitungan RAB mengacu harga upah dan bahan dari Timor-Leste.
Dari hasil perhitungan struktur beton didapatkan dimensi-dimensi struktur beton diantaranya balok , ,dan , kolom , pelat lantai untuk lantai 1 dan untuk lantai. Untukpondasididapatkanmenggunakan pondasiFoot Plate dengan ukuran kolom, dan ukuran pondasi. Hasil rencana anggaran biaya untuk kedua alternative strukturadalahsebagaiberikut :untuk alternative struktur atasbeton adalahdanuntuk alternative struktur atasbaja adalah .Berdasarkanhasil perhitungan alternative RAB kedua struktur tersebut didapatkanbahwa struktur atasbeton lebih ekonomis dibandingkan struktur atasbaja.
Kata Kunci : Struktur Beton Bertulang, Perbandingan RAB Struktur Atas Alternative Baja dan Beton
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Fava, Guilherme Coelho, Sávio Aparecido Dos Santos Pereira, Thiago Augusto Mendes, and Murilo Meiron Pádua Soares. "Análise Numérica Utilizando o Método das Grelhas e Elementos Finitos." Revista de Engenharia e Pesquisa Aplicada 6, no. 1 (December 6, 2020): 73–83. http://dx.doi.org/10.25286/repa.v6i1.1431.
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O avanço tecnológico acarretou o desenvolvimento de programas computacionais com altacapacidade representativa da realidade das estruturas de concreto armado. Cada software apresentaparticularidades decorrentes dos diferentes métodos matemáticos empregados em seus algoritmos,de modo que apresentam resultados distintos quanto as tensões, deformações e deslocamentos dasestruturas. Este artigo avaliou aspectos estruturais das lajes do pavimento tipo de uma habitaçãocoletiva composta por quinze pavimentos tipo, considerando duas análises numéricas distintas(método das grelhas e dos elementos finitos, MEF), utilizando os softwares SAP2000 V14® e EberickV8®, respectivamente. Foram avaliados os momentos positivos e negativos máximos, flechasmáximas, tempo de processamento e número de nós gerados para posteriormente, efetuar acomparação quantitativa e qualitativa entre os métodos, bem como os orçamentos provenientes decada dimensionamento. Com relação aos resultados obtidos, o ganho e o tempo computacional entreos métodos utilizados foram pouco expressivos, porém, o MEF proporcionou menores quantitativos,com significativa redução de aço para as lajes. Dessa forma, apesar da segurança estrutural ter sidoavaliada e alcançada para ambos os métodos utilizados, o artigo evidencia que o MEF é preferível aométodo das grelhas, considerando principalmente a redução de gastos proporcionada para o projetoutilizado no estudo de caso.
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Motghare, Sachin. "Seismic Response of Retrofitting for High Rise R.C. Structure by Using R.C.C Jacketing and Steel Wrapping." International Journal for Research in Applied Science and Engineering Technology 9, no. VII (July 25, 2021): 2307–18. http://dx.doi.org/10.22214/ijraset.2021.36610.
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A seismic design depends on mix of solidarity and pliability. Incessant seismic aggravations, the structure are relied upon to stay in the flexible reach. By thinking about the real powerful nature of ecological unsettling influences, more upgrades are required in the plan methodology. What's more, some development procedures are utilized to fortify the current structures i.e. distinctive retrofitting methods. All these technique shave their own benefits. The principle objective of the current examination is to dissect the conduct of Retrofitted fabricating i.e. provision of steel jacketing in expanding the presentation of building. The current examination targets checking the adequacy of multi-story outline structures utilizing retrofitting strategies for the seismic excitations. The Retrofitted building for example arrangement of steel jacketing is investigated and contrasted and exposed edge structure by utilizing time history and sucker examination strategy by utilizing Commercial programming SAP2000 v16 is utilized for examination. The responses of the structure are compared by considering various boundaries i.e. displacement, base shear, plastic pivots, time-frame of mode shapes from FEMA – 356. The outcome shows that plastic pivot formation during quake at shaft section intersection can further developed execution with use retrofitting strategy for example steel jacketing.
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R. Bambang Kusuma Prihadi, R. Hendarto Prasetyo, Dwi Kurniati, and Bambang Kusuma Prihadi. "EVALUASI KINERJA STRUKTUR BANGUNAN MENGGUNAKAN PUSHOVER ANALYSIS DENGAN METODE ATC-40 DAN FEMA 356." Jurnal PenSil 9, no. 1 (January 30, 2020): 40–46. http://dx.doi.org/10.21009/jpensil.v9i1.14021.
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Pushover analysis is a non-linear static analysis to determine the collapse behavior of a building or structure. The analysis is carried out by giving a static lateral load pattern to the structure, which is then gradually increased by a multiplier until a buliding movement target is reached. This final assignment research was conducted to determine the performance point based on ATC-40, to determine the performance level based on ATC-40, and to determine the performance level based on FEMA 356. The research method used the response spectrum with the SAP2000 v14 program. The result of the performance point in building with the values of Sa = 0,737, and Sd = 0,200 for the push X, while the values of push Y Sa = 0,680, and Sd = 0,225. The calculation of ATC-40 in building shows the value of the drift ratio in the X direction 0,01165 and the drift ratio Y direction 0,0127 at the level of performance Immediate Occupancy (IO). The result of FEMA 356 calculation in building shows the value of the lateral displacement target structure of the X direction structure = 0,00437 (0,437 %), and the value of the lateral displacement target of the Y direction structure = 0,006 (0,6 %) and at the level of performance Immediate Occupancy (IO). Then it could be concluded that The Dental & Mouth Hospital of UGM Prof. Soedomo, was at the level of performance Immediate Occupancy (IO), meaning that the building was still safe and could be reused after the earthquake and don’t occured serious demage.
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Tistogondo, Julystiana, and Emilia Belo. "Comparison Analysis Of Alternative Design And Budget Plan Using Steel Structure With Concrete Structure For Dormitory Of PMY Construction Project In Baucau, Timor-Leste." Journal of World Conference (JWC) 2, no. 1 (August 3, 2019). http://dx.doi.org/10.29138/prd.v2i1.126.
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Re-design steel structure with concrete structure for dormitory of PMY Baucau building with floor plan size , consisting of the 2 floors with high aimed to: 1.) to Design the dimension of the upper concrete structure such as column, beam and plate with Preliminary design, 2.) to Calculate the gravity and seismic plan load that works for the building, 3.) to determine the formation of beam and column reinforcement from the analysis result by using the Frame System of Specific Moment Beares (SRPMK). The structure analysis was conducted using the SAP2000.V14, 4.) to Comparing Budget Plan between upper steel structure and upper concrete structure to discover economic value between those two upper structures. Calculation of concrete structure refers to SNI 2847-2013 , calculation of equivalent static earthquake refers to SNI 1726-2012 and calculation of Budget plan for labour and material prices from Timor-Leste. Final calculation of dimension for the concrete structure from preliminary design are : Beam and , Column and Plate for ground and first floor. And the final cost estimation for concrete structure around and steel structure around , those two structure show that concrete structure is economical than steel structure.
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Thwe, Thiri, Nang Su Le′ Mya Thwin, and Ne Min Hein. "Global Retrofitting Strategies for an Existing Three-storied RC School Building in Mandalay, Myanmar." ASEAN Journal on Science and Technology for Development 37, no. 2 (September 18, 2020). http://dx.doi.org/10.29037/ajstd.616.
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Low to severe earthquakes occur around the world every year, damaging and causing structural failure in buildings. Consequently, seismic improvements are required for existing buildings that are vulnerable to damage by seismic forces. The objective of this study was to investigate retrofitting strategies in terms of their sustainability. Mandalay, Myanmar, was selected as the study area as it is located near the Sagaing fault, which itself is in a strong earthquake zone (seismic zone 4). A three-storied RC building with a non-seismic design was selected as a case study building. An investigation was carried out into the performance and vulnerability of the building under three earthquake hazard levels. The vulnerability index value was calculated using the Priority Index method. Meanwhile, non-linear static pushover analysis was performed to investigate the performance of the existing building using SAP2000 V14 software. Four different types of retrofitting strategies were considered, namely reinforced concrete shear walls with openings, reinforced concrete shear walls without openings, steel plate shear walls, and finally steel bracing. Among these, it was found that the use of steel plate shear walls was the best retrofitting technique, owing to it having the best performance along with the lowest displacement. Its performance level reached up to the Immediate Occupancy (IO) level even under the conditions of a Maximum Consider Earthquake (MCE).
Dissertations / Theses on the topic "SAP2000 V19"
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Fuentes, Villafuerte Frezya Carolina. "Alternativas del diseño de cimentación para un Sistema Estructural Aporticado y para un Sistema Dual en un edificio de 4 pisos en el distrito de Huancayo." Bachelor's thesis, Universidad Continental, 2018. http://repositorio.continental.edu.pe/handle/continental/4987.
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El trabajo de investigación tiene como objetivo principal: determinar la influencia de la configuración estructural de los elementos de soporte (columnas y placas) del sistema aporticado y del sistema dual en el diseño de la cimentación de un edificio de 4 pisos de uso comercio, ubicado en el distrito de Huancayo, sobre un suelo arcilloso con capacidad portante de 1.27 kg/cm2. A partir del plano de arquitectura se plantearon tres configuraciones estructurales para los soportes: una para el sistema aporticado, una para el sistema dual tipo I y una para el sistema dual tipo II. Se continuó con el análisis estructural para cargas de gravedad y sismo, utilizando el programa SAP2000 V19, para así obtener las fuerzas y momentos de diseño de cada elemento de soporte. Tomando en cuenta la norma E.060 capítulo 21, se diseñaron las columnas y placas. Luego se plantearon las alternativas de cimentación para cada configuración que satisfaga adecuadamente la transmisión de cargas axiales y momentos flectores de las columnas y placas al suelo, eligiendo las más óptimas para realizar su diseño y un comparativo en cuanto a costos de cimentación tomando en cuenta las partidas más representativas de: concreto, acero y encofrado, seleccionando así el tipo de cimentación más económica para cada configuración estructural. Finalmente se realizó un comparativo entre las tres configuraciones estructurales evaluando los criterios de desplazamientos, cimentación y metrados, para así obtener que estructura cumple mejor con los requisitos de seguridad, economía y durabilidad.