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Journal articles on the topic 'SAP2000 analysis'

Author: Grafiati

Published: 4 June 2021

Last updated: 15 February 2022

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1

KARAMAN, Sedat. "Analysis and design of greenhouses with SAP2000 software Seraların SAP2000 programı ile analiz ve tasarımı." ANADOLU JOURNAL OF AGRICULTURAL SCIENCES 28, no. 2 (May 27, 2013): 87–93. http://dx.doi.org/10.7161/anajas.2013.282.87.

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2

Li, Jia Qi, Chao Hua Zhao, and Yu Qian Chen. "SAP2000 Analysis of a Particular Beam String Structure." Advanced Materials Research 671-674 (March 2013): 555–58. http://dx.doi.org/10.4028/www.scientific.net/amr.671-674.555.

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The Beam String Structure was in short-side direction. This paper simulated Beam String Structure in long-side direction. Through SAP2000 analysis of vibration mode and stress of single and overall structure, some features of the structure were obtained. The single structure has small rigidity disadvantage, while the overall structure has reasonable stiffness. Then the paper draws a conclusion that disadvantage in long-side direction can be remedied by overall structure.

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3

Li-Jeng, Huang, and Syu Hong-Jie. "Seismic Response Analysis of Tower Crane Using SAP2000." Procedia Engineering 79 (2014): 513–22. http://dx.doi.org/10.1016/j.proeng.2014.06.374.

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Giammona, Anthony P., Keri L. Ryan, and Nhan D. Dao. "Evaluation of Assumptions Used in Engineering Practice to Model Buildings Isolated with Triple Pendulum Isolators in SAP2000." Earthquake Spectra 31, no. 2 (May 2015): 637–60. http://dx.doi.org/10.1193/090213eqs242m.

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The commercial software platform SAP2000 has been used to design base isolated buildings supported by Triple PendulumTM isolators; however, limited full-scale test data are available to validate the use of the software for this application. Additionally, previous work has demonstrated that several pitfalls must be avoided when modeling these types of structures in SAP2000. The ability of SAP2000 to predict key engineering demand parameters used in the design of a base-isolated building is examined by using methods and assumptions employed in current design practice. The SAP2000 analysis results are compared to the data obtained from shake table tests of a full-scale base-isolated building and comparable predictions obtained from a more complex OpenSees analysis model of the same building. This study suggests that when methods and assumptions common to engineering practice are applied, SAP2000 can predict the responses with sufficient accuracy for design.

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Attaelmanan, Abusamra, and Abdelhameed Ali. "Finite Element Analysis of Rectangular Beams." FES Journal of Engineering Sciences 8, no. 1 (March 6, 2019): 1–7. http://dx.doi.org/10.52981/fjes.v8i1.11.

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This paper is concerned with the analysis of simply supported beam using MATLAB programming language and structural analysis program SAP2000. The beam was discretized into rectangular elements using finite element method. Three patterns of different dimensions and numbers of rectangular elements were used to verify the results of vertical displacements and stresses obtained by MATLAB and SAP 2000.The development of four noded isoparametric quadrilateral membrane elements in MATLAB programming language is presented. The membrane elements developed are plane strain condition. The considered patterns were analyzed as shell elements using SAP2000. A finite element program is also developed using MATLAB to check the accuracy of the developed elements.

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Zhong, Ju Fang, Zhi Peng Fan, Luo Long Zhan, and Jun Wei Liang. "Reinforced Concrete Frame Structure Dynamic Analysis Based on SAP2000." Applied Mechanics and Materials 744-746 (March 2015): 211–16. http://dx.doi.org/10.4028/www.scientific.net/amm.744-746.211.

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Structure under long-term load, environmental erosion, material aging, especially under the seismic action can cause damage accumulation and bearing capacity decrease. In order to make sure its safety and reliable, avoid extreme cases of catastrophic accident, it is necessary to carry out the engineering structural health diagnosis. Using SAP2000 software, seismic response analysis for a two layer reinforced concrete frame structure is carried out. The laws of the acceleration response time history and spectrum under different seismic action were found out by discussing structure in no damage and different damages. The results showed that no matter where the damage located, the top node response increment is bigger than the middle node, the peak of acceleration response spectrum changes little with the beam damage degrees changing. Selecting the acceleration response peak of the top node as a structural damage index is feasible in the damage detection and identification of engineering structures, but analyzing the response spectrum for damage detection is unpractical.

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Vandit, Bhatt. "Pushover Analysis of RCC Set Back Building using SAP2000." International Journal for Research in Applied Science and Engineering Technology 7, no. 11 (November 30, 2019): 305–10. http://dx.doi.org/10.22214/ijraset.2019.11048.

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8

Li, Jing, and Xing Hua Yu. "The Pushover Analysis of R.C Frames Based on SAP2000." Advanced Materials Research 594-597 (November 2012): 812–15. http://dx.doi.org/10.4028/www.scientific.net/amr.594-597.812.

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The pushover analysis had been done for a R.C frame model, vertex displacement、base shear 、 appear order and development situation of plastic hinges of the model had been get in different steps of pushover analysis, The pictures of basal shear-vertex displacement and response spectrum displacement-accelerated speed had been studied. The analysis results show that ,the R.C frame model correspond with the seismic design principle of stronger column weaker beam ’,and meet the seismic requirements of the first stage and the calculating resistance to collapse of the second stage.

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Avizan, Ada Bina, and Koespiadi Koespiadi. "Comparison of Building Structure Planning with SNI 2847-2013 Method and SAP2000 V.19 Software Code ACI 318-14." IJTI (International Journal of Transportation and Infrastructure) 3, no. 1 (July 14, 2020): 1–10. http://dx.doi.org/10.29138/ijti.v3i1.1050.

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Building construction planning in Indonesia uses SNI 2847: 2013 regulatory guidelines especially in building planning. So we need a combination of standardization used with technological developments that are realized in a computer program to simplify and speed up calculations. The results of the calculation of beam structures and concrete columns in the final project calculations using SNI 2847: 2013 regulations and analysis using SAP2000 code ACI318-14 software obtained the results: a) In plimelinary beam designs with sizes B1 30/40 cm and B2 40/55 cm are not able hold the load on the structure (over strange), then the beam dimensions are enlarged to B1 30/60 cm and B2 40 / 60cm. In the SAP2000 output analysis results after the beam dimensions are enlarged there are no over strange frames and meet the strength of the structure. b) From the beam analysis planning on bending reinforcement using SNI 03-2847-2013 concrete reinforcement regulations and using SAP2000 code ACI318-14 software analysis, the number of reinforcement obtained is more using SNI 03-2847-2013 concrete reinforcement regulations compared to using software analysis SAP2000 code ACI318-14 the amount of reinforcement used has a difference of 0.17%. c). From the planning of column analysis on bending reinforcement using SNI 03-2847-2013 concrete reinforcement regulations and using SAP2000 code ACI318-14 software analysis, the same amount of reinforcement is obtained between calculations using SNI 03-2847-2013 concrete reinforcement regulations and using SAP2000 code ACI318 software analysis -14.

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Rachmawati, Dina Sri, and Kamaludin Kamaludin. "Desain Rangka Atap Baja Bentang Panjang dengan Memanfaatkan Konsep BIM. (Hal. 52-63)." RekaRacana: Jurnal Teknil Sipil 5, no. 3 (September 26, 2019): 52. http://dx.doi.org/10.26760/rekaracana.v5i3.52.

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ABSTRAKSaat ini penggunaan konsep BIM dalam prencanaan struktur bangunan sipil sangat diperlukan. Hal ini dikarenakan konsep BIM adalah suatu konsep pertukaran data informasi antar software salah satu contoh software yang memanfaatkan konsep BIM adalah Tekla Structures dan SAP2000. Untuk pemodelan struktur digunakan Tekla Structures dan untuk proses analisis digunakan SAP2000. Konsep BIM dapat dimanfaatkan untuk menganalisis beban-beban yang terpasang. Penelitian ini dilakukan untuk menghitung beban SDL yang terpasang pada struktur rangka atap secara real yang telah dimodelkan lengkap pada Tekla Strctures. Dilanjutukan dengan menghitung berat SDL kemudian dimasukkan sebagai beban di SAP2000. Tahap ini dilakukan secara terus menerus hingga berat SDL yang terpasang ada Tekla Strctures sesuai dengan data yang diinput pada SAP2000. Hasil yang diperoleh menunjukkan bahwa berat penampang yang dirancang menggunakan konsep BIM dan tanpa konsep BIM akurat. Hasil dimensi dari material yang digunakan memenuhi syarat yang telah dilakukan.Kata kunci: Tekla Strutures, BIM, SAP2000 ABSTRACTNowadays, the application of BIM concept in civil structure planning is very necessary. BIM concept allows exchange of data information between softwares. Some of the softwares that use BIM concept are Tekla Structures and SAP2000. For modeling using Tekla Structures and for analysis using SAP2000. BIM concept is applied in order to analyse installed load. This study aims to calculate the installed load by real data. First of the building model of roof truss is completely created in Tekla Structures. Then, we calculate SDL load of the building and input it to SAP2000. This stage is done repeatedly until SDL load in Tekla Structures matches the data in SAP2000. The result shows that there is accurate cross section weight designed with BIM concept or without BIM concept. The dimension of materials that used is eligible.Keywords: Tekla Strutures, BIM, SAP2000

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Zhao, Jia Le, and Zheng Zhen. "PKPM and SAP2000 Software on a Layer of Engineering Aseismic Structure Performance Analysis Based on Structure Mechanics." Advanced Materials Research 788 (September 2013): 498–501. http://dx.doi.org/10.4028/www.scientific.net/amr.788.498.

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The paper respectively introduced the principle of PKPM and SAP2000 application of modeling, At the same time, these two kinds of software are based on structure mechanics. practical engineering projections of these two applications, and engineering seismic performance analysis to compare their conclusions with some guiding significance for understanding the PKPM and SAP2000 application of, and provide a reference for personnel engaged in structural design.

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12

Su, Zhi Bin, Tao Han, and Sheng Nan Sun. "Nonlinear Static Pushover Analysis for Shear Wall Structures in SAP2000 Program." Applied Mechanics and Materials 470 (December 2013): 1007–10. http://dx.doi.org/10.4028/www.scientific.net/amm.470.1007.

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To study the nonlinear mechanical characteristics of reinforced concrete shear wall structures under rare earthquakes, a single reinforced concrete shear wall model is established in SAP2000 program, which is simulated by nonlinear multi-layer shell element. Nonlinear static pushover analysis of the model is presented by uniform acceleration lateral load pattern and inverted triangle lateral load pattern. The relationship curve between base shear and top displacement of shear wall, and the stress distribution diagrams of the concrete layer and rebar layer are obtained. It may be concluded that, the yielding of rebar layer and the cracking of the concrete layer may be observed by stress distribution diagrams. SAP2000 program is feasible to nonlinear simulation of shear wall structures.

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13

Ling, Yu Hong, and Hong Hua Ling. "Parameters Analysis of Re-Centring SMA Damper Based on SAP2000." Applied Mechanics and Materials 166-169 (May 2012): 219–25. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.219.

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According to the working mechanism of re-centring SMA damper, restoring force model is established. Based on the mechanical model, the re-centring SMA damper is modeled in finite element software SAP2000 by adding Multi-Linear element and Plastic (Wen) element. Time-history analysis method under different ground motion is used to analyze control parameters of re-centring SMA damper. The influence on damping effect and ability to re-centring of damper of several factors such as the ratio SR of initial stiffness of energy components and stiffness of corresponding structural layer, the ratio β of yield displacement of energy components and yield displacement of corresponding structural layer, the ratio α of the second stiffness and initial stiffness of energy components, the ratio Q of initial restoring force of re-centring group and yield force of corresponding structural layer, and the ratio λ of the second stiffness and initial stiffness of re-centring group were studied. Their reasonable numerical value range are obtained by numerical calculation, the reasonable ranges for SR, β, α, Q and λ are found to be 2~3, 0~0.05, 0~0.1, 0.05~0.10 and 0.05~0.15 respectively.

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Wang, Fan, Ding Ding Liu, and Xiao Yi Lan. "Buckling Analysis of Single-Layer Reticulated Shells." Applied Mechanics and Materials 578-579 (July 2014): 456–59. http://dx.doi.org/10.4028/www.scientific.net/amm.578-579.456.

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This paper briefly introduces methods of buckling analysis, develops a model of single-layer reticulated shell in SAP2000 and carries out buckling analysis of it, using ABAQUS. The results in this paper can be recommended for practical engineering analysis of grid structures.

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15

Das, Bipasha. "Model Development and Load Analysis of Offshore Jacket Structure using SAP2000." International Journal for Research in Applied Science and Engineering Technology V, no. IV (April 30, 2017): 1482–93. http://dx.doi.org/10.22214/ijraset.2017.4263.

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Li, Jiuyang, Fangqi Li, and Zhiru Cai. "Seismic analysis of multi-story frame office building based on SAP2000." IOP Conference Series: Earth and Environmental Science 768, no. 1 (May 1, 2021): 012124. http://dx.doi.org/10.1088/1755-1315/768/1/012124.

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Dr.M.Helen Santhi, Rohan kulkarni,. "Non-Linear Time History Analysis of Concrete Gravity Dam by Using SAP2000." International Journal of Innovative Research in Science, Engineering and Technology 04, no. 04 (April 15, 2015): 2038–44. http://dx.doi.org/10.15680/ijirset.2015.0404032.

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Chaitanya, Mycherla. "Modelling & Comparative Analysis of Cable Stayed & Girder Bridges using SAP2000." International Journal for Research in Applied Science and Engineering Technology 6, no. 2 (February 28, 2018): 586–92. http://dx.doi.org/10.22214/ijraset.2018.2114.

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Harveen Sai, Mittakolu. "Analysis of Reinforced Concrete Framed Structure Subjected to Blast Load Xsing Sap2000." CVR Journal of Science & Technology 20, no. 1 (June 1, 2021): 17–27. http://dx.doi.org/10.32377/cvrjst2003.

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Bao, Li Yuan, San Qing Su, Jun Feng Hou, and Huan Guo. "Seismic Response Analysis of a High-Rise Tower with Complex Structure." Advanced Materials Research 368-373 (October 2011): 1058–63. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.1058.

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The complex tower structure appears as modeling of palms together, which is designed as steel frame-core tube structure. This paper uses SAP2000 to analysis seismic response respectively on the linear and elastic-plastic stage, and puts forward some specific suggestions for seismic design according to the analysis and calculation.

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Handayani, Oktaviani Tri, M. Despriodi Syaher, and Inggar Septhia Irawati. "Comparison of Wind Load Analysis Results Based on Indonesia Minimum Design Loads Standard SNI 1727:2013 Inputted Automatically and Manually by Using SAP2000." Applied Mechanics and Materials 881 (May 2018): 132–41. http://dx.doi.org/10.4028/www.scientific.net/amm.881.132.

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This paper presents the results of a comparison study of the internal forces applied to the structure due to wind load determined based on SNI 1727: 2013 that is inputted manually and automatically using ASCE 7-10 wind load feature in SAP2000. The wind load reviewed in this study is the wind load that calculated by following the Directional Procedure stated in SNI 1727:2013. The study shows that the wind load calculated based on SNI 1727:2013 when the internal pressure coefficient GCpi is defined as 0.18 is 12% higher than the wind load calculated automatically by applying ASCE 7-10 wind load feature provided by SAP2000 when the wind parameters are assigned based on SNI 1727:2013.

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Suntoko, Hadi. "Analisis Spektrum Respon Desain Gedung Reaktor RDE Menggunakan SAP2000." Jurnal Pengembangan Energi Nuklir 21, no. 1 (August 5, 2019): 1. http://dx.doi.org/10.17146/jpen.2019.21.1.5047.

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Daerah Serpong yang terletak di Indonesia bagian barat merupakan wilayah dengan Gempa bumi tinggi dan dapat memunculkan energi yang disebabkan dari patahan aktif dan gerak-gerak lempeng bumi. Adanya gempa yang terjadi dapat mengakibatkan kerusakan struktur gedung di atas permukaan. Hal ini perlu memperhitungkan beban lateral (gempa bumi) pada perencanaan gedung reaktor RDE yang dianalisis menggunakan cara statik ekivalen dan analisis dinamik (respons spektrum dan riwayat waktu). Struktur bangunan yang tidak beraturan dan mempunyai tingkat banyak dapat dianalisis menggunakan analisis dinamik untuk pengaruh gempa terhadap struktur. Analisis yang digunakan ini memperhitungkan beban lateral pada gempa bumi ada dua, yakni Analisis statik dan analisis dinamik. Pada cara elastis dibedakan Analisis Ragam Riwayat Waktu (Time History Modal Analysis), dimana cara ini diperlukan rekaman percepatan gempa dan Analisis Ragam Respons spektrum (Respons Spectrum Model Analysis), dan pada cara ini respons maksimum setiap ragam getar yang terjadi didapat dari Respons spektrum Rencana (Design Spectra). Metode penelitian ini menggunakan analisis dinamik respons spektrum yang dibantu dengan program SAP2000. Berdasarkan hasil analisis dinamik respon spektrum yang menggunakan gempa rencana berdasarkan SNI 1726-2012, didapatkan bahwa bangunan mempunyai nilai S1 0,30g dan Ss 0,75g. Analisis tekan tanah pada dinding basement tiap m2 adalah 27,361 kN/m2 atau 0,2,736 t/m2 Periode getar adalah 0,0926 detik, koefisien respon seismik adalah 0,1800, distribusi gaya lateral 578,489 ton besarnya gaya tersebut dibebankan pada pusat massa struktur tiap-tiap lantai tingkat sehingga apabila ditinjau berdasarkan ATC-40 termasuk dalam kategori level Immediate Occupancy.

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Qin, Li, Wei Ming Yan, and Zheng Li. "Friction Pendulum TMD and its Control Effectiveness for Wind-Induced Vibration." Applied Mechanics and Materials 584-586 (July 2014): 2037–42. http://dx.doi.org/10.4028/www.scientific.net/amm.584-586.2037.

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A new type of frictional pendulum TMD is designed. The wind-induced vibration of Henan Art Center Symbolic Tower with and without TMD is analyzed. The structural design of frictional pendulum TMD is presented in detail. The equivalent analysis model is established. The 3D analysis of the symbolic tower is established using SAP2000. The non-linear LINK unit in SAP2000 is used to simulate frictional pendulum TMD. Then, the non-linear analysis of wind control effectiveness of frictional pendulum TMD is carried out. The analysis results demonstrate that optimal frictional force can be chosen according to design wind loads and the control effectiveness can be over 30% with the chosen frictional force under 0.3 to 2 times of the designed wind loads.

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Ramakrishna, Maanyam. "Modelling & Comparative Analysis of Bridges for Dynamic & Seismic Loads using SAP2000." International Journal for Research in Applied Science and Engineering Technology 6, no. 6 (June 30, 2018): 574–80. http://dx.doi.org/10.22214/ijraset.2018.6090.

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Cheng, Hao, and Xiao Dong Yang. "Under the Action of Earthquake Mechanics Analysis of the Infill Wall in Plane." Applied Mechanics and Materials 385-386 (August 2013): 396–99. http://dx.doi.org/10.4028/www.scientific.net/amm.385-386.396.

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Using finite element software SAP2000 solid model element to simulate the infill walls filled wall by the elastic conditions, and to simplify the calculation model, the use of elastic mechanics calculated infill wall subjected to earthquake plane wall crack development trend of the structure designed to prevent cracks in the wall of the measures will certainly help.

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Qiao, Zi Long. "Application of Prestressing Technology for Strengthening Space Grid Structure." Applied Mechanics and Materials 275-277 (January 2013): 1058–61. http://dx.doi.org/10.4028/www.scientific.net/amm.275-277.1058.

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Qin, Kang, Zhong Gen Xu, and Chang Gen Deng. "Analysis of Transmission Tower Structure with Pushover Method." Applied Mechanics and Materials 351-352 (August 2013): 203–7. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.203.

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Pushover method is mainly used to find the weak part of the structure and possible failure modes. This paper presents a pushover analysis. Taking a transmission tower as an example, calculations are carried out by SAP2000 Program with assumption of rational criterion. Seismic loads of frequently met and rarely met seismic concentration degrees are considered. By comparing the structural target seismic performance and the sequence of plastic hinges induced, seismic performances of the transmission tower are estimated.

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Jiang, Shu-jiang, Shun-zhong Yao, and De-wen Liu. "Comparison and analysis of seismic isolation, energy dissipation structure and traditional seismic structure." E3S Web of Conferences 248 (2021): 01001. http://dx.doi.org/10.1051/e3sconf/202124801001.

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This paper uses SAP2000 finite element software to perform nonlinear time history analysis of nine structural systems, and compares the period, total floor displacement, base shear force, vertex displacement, and top acceleration of the structure under the action of an 8-degree rare earthquake. The research results show that seismic isolation and damping technology can effectively reduce the impact of earthquakes on structures.

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Wang, Peng. "Analysis on Buckling Restrained Brace Used for a Steel Structure Damping." Applied Mechanics and Materials 160 (March 2012): 245–49. http://dx.doi.org/10.4028/www.scientific.net/amm.160.245.

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SAP2000 was established in a high-rise steel structure buildings numerical analysis model, through the added a full steel support and common support the buckling and structure under earthquake effect of dynamic response analysis, the key research and support for the structure seismic buckling influence on the performance of the, the analysis results show that add fortify buckling support the energy dissipation structure performance than pure frame structure and common support-frame structure.Introduction.

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Sun, Chao, Shu Li Zhao, Wen Jing Chai, and Ze Qun Liu. "Analog Static Elasto-Plastic Analysis for Shaped Column Frame Experiment." Applied Mechanics and Materials 368-370 (August 2013): 1600–1605. http://dx.doi.org/10.4028/www.scientific.net/amm.368-370.1600.

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In this paper, the 1/3 ratio model of reinforced concrete deformed column for low-cycle repeated load experiment is adopted, the common finite element software SAP2000 is used for analyzing the models performance of bearing capacity, ductility, Occurrence order of plastic hinge, the yield mechanism and inter-layer displacement. The results show that the selected madel can simulate the nonlinear performance of the shaped column frame accurate, the calculated value is in good agreement with the experimental values.

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Wang, Tan, Kun Yin, and Li Jun Dou. "Analysis and Design of the Profiled Bar Cantilever Scaffold with the Hoisting Unloading Wire Ropes." Advanced Materials Research 912-914 (April 2014): 1050–53. http://dx.doi.org/10.4028/www.scientific.net/amr.912-914.1050.

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In this paper, a model that the profiled bar cantilever scaffold with the hoisting unloading rope is created, utilizing the software sap2000.Analyzing of load-bearing of very parts of the scaffold. Calculating bearing capacity of the hoisting wire rope and the bearing capacity of hoisting rings. Put forward the design method of unloading wire rope and detailed construction requirements solution of scaffold.

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Wan, Hai Ying, and Lin Ma. "Internal Force and Deformation Analysis of Steel Structure Construction Process of Hefei XINQIAO International Airport Terminal." Applied Mechanics and Materials 71-78 (July 2011): 24–27. http://dx.doi.org/10.4028/www.scientific.net/amm.71-78.24.

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The steel structure engineering of Hefei xinqiao international airport terminal is large span special-shaped steel structure, this paper simulate the construction process and analyze the internal force and deformation. Finite element analysis (FEA) software sap2000 is used to simulate and analyze the steel box girder and tubular truss, the results is used as the basis and guidance of construction monitoring.

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De Domenico, Dario, and Emanuele Gandelli. "Advanced Modeling of SMA Flag-Shaped Hysteresis for Nonlinear Time-History Analysis in SAP2000." Journal of Structural Engineering 147, no. 11 (November 2021): 06021004. http://dx.doi.org/10.1061/(asce)st.1943-541x.0003176.

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Wu, Xun, and Yong Lan Zhang. "Seismic Analysis of High Pier Three-Span Continuous Bridge." Applied Mechanics and Materials 744-746 (March 2015): 890–93. http://dx.doi.org/10.4028/www.scientific.net/amm.744-746.890.

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In this paper, SAP2000 and ANSYS software are used to modeling and analysis athree-span continuous beam bridge with high piers case study.By using differentbearing types and combinations to form different options, create two finiteelement models.Analysis dynamic characteristics ,elastic response spectra,linear time history and nonlinear time history .And focus on comparing dynamiccharacteristics of the earthquake response of the two programs .Running outputdata processing and comparison results show that the application of thedifferent parameters of the rational combination of rubber bearing basin bridgearrangement has better seismic performance.

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Wang, Xingxing, Guangjian Ji, Hai Gu, Shuaishuai Lv, Hongjun Ni, Ping Wang, Ke Chen, and Yue Meng. "Research and Design of Fixed Photovoltaic Support Structure Based on SAP2000." MATEC Web of Conferences 166 (2018): 03002. http://dx.doi.org/10.1051/matecconf/201816603002.

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In the solar photovoltaic power station project, PV support is one of the main structures, and fixed photovoltaic PV support is one of the most commonly used stents. For the the actual demand in a Japanese photovoltaic power, SAP2000 finite element analysis software is used in this paper, based on Japanese Industrial Standard (JIS C 8955-2011), describing the system of fixed photovoltaic support structure design and calculation method and process. The results show that: (1) according to the general requirements of 4 rows and 5 columns fixed photovoltaic support, the typical permanent load of the PV support is 4679.4 N, the wind load being 1.05 kN/m2, the snow load being 0.89 kN/m2 and the seismic load is 5877.51 N; (2) by theoretical calculation of the two ends extended beam model, the beam span under the rail is determined 2200 mm; (3) by the way of using the single factor experiment, through the calculation and analysis of SAP2000, the three best supporting points of the support of the W stent are determined; (4) by comprehensive simulation, the optimal parameters for the rail, beam, support and bolt are 60× 60× 1.0, 60× 60× 1.0, 40× 50× 2.0, and M10 respectively.

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Zhao, Yafei, Xiaotong Peng, Jie Man, Chen Lin, and Xu Zhang. "Time-history Analysis of a New Assembly Frame with Steel-concrete Composite Lattice Column." E3S Web of Conferences 198 (2020): 01015. http://dx.doi.org/10.1051/e3sconf/202019801015.

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A new assembly steel-concrete composite lattice column frame (SLCF) was proposed as a solution for prefabricated steel structure residential. In order to study the seismic performance of SLCF, a non-linear finite element model under bidirectional ground motion was established by using Sap2000. Based on that, the model of SCLF, reinforced concrete structure and steel frame structure was compared. The results indicate that SCLF has the better strength, lateral stiffness and energy dissipation capacity.

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Wang, Tie Cheng, Liang Zhang, and Hai Long Zhao. "Translation Motion and Dynamic Analysis of Ancient Architecture." Applied Mechanics and Materials 253-255 (December 2012): 3–7. http://dx.doi.org/10.4028/www.scientific.net/amm.253-255.3.

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Reasonable formula of jacking force and scientific dynamic analysis has an important contribution to guide the building monolithic moving Engineering. In this paper, take the temple as an example to study building monolithic movement. It is shown in the analysis results of SAP2000 that the mortise-tenon joints (in the wooden structure) has a significant influence in improving the energy dissipation capacity, prolonging the structural free vibration period,minimizing the dynamic response of structure. The acceleration of all the joints tends to be in consistent under the dynamic force effect. The structure has enough safety capacity within the right displacement margin for joints.

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Sun, Yan, and Shan Shen. "Dynamic Response Analysis for the Frame Structure under Explosion Load." Advanced Materials Research 1065-1069 (December 2014): 1061–64. http://dx.doi.org/10.4028/www.scientific.net/amr.1065-1069.1061.

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The dynamic response process for the reinforced concrete frame under different peak value of explosion load was simulated by the general finite element software SAP2000, followed by the comparative analysis on the displacement of the beams and columns under each condition. The analysis results show that the displacement of the beams and columns suffering the explosion load directly is ten times or even dozens of times more than those far away from the explosion load, which makes it clear that the explosion load influence on frame structure has a certain locality.

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Chen, Shao Hui, Han Wu, and Xiao Chuang Peng. "The Detection, Identification and Structural Analysis of the Steel Structure Engineering." Applied Mechanics and Materials 275-277 (January 2013): 1062–65. http://dx.doi.org/10.4028/www.scientific.net/amm.275-277.1062.

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This paper is aimed to a steel structure needed to add layer of this situation, the structure of the overall appraisal. On the basis of testing application SAP2000 and PKPM respectively on the existing structure and add layer structure of the theory analysis and conclusion: the existing structure various indexes meet the standard, except member slenderness ratio; Add layer structure of the torsion effect is abate, overall stability problems etc. The appraisal and analysis of project will be for the future similar project to provide some reference.

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Girsang, Hamonangan, and Cecep Indra Lesmana. "STEEL DOME PROJECT DESIGN BOGOR CONVENTION CENTER OPTIMIZATION FOR BUDGET AND AESTHETIC ARCHITECTURE." Neutron 20, no. 01 (July 31, 2020): 41–47. http://dx.doi.org/10.29138/neutron.v20i01.47.

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A building needs to be considered various aspects to meet the values - both economic value, cost, durability, impact on the environment to aesthetics or beauty. This research was conducted to make a comparison of the Bogor Convention Center project which was built using the Dome structure with the WF Steel Profile which will be replaced by using steel pipe material. The software used in designing steel is SAP2000 Analysis. SAP2000 is a 3D modeling application that is able to design steel structures that produce analysis and calculation results include static analysis, finite element dynamics analysis, as well as images, reports or other outputs from one structural model. As for the depiction using Autocad where Autocad functions to detail the connections that are in the dome frame of the study. Analysis and Design of a spherical dome structure with building functions as a convention center. The structure of the shell is used as the roof of the building so that the aesthetic elements and values of the architecture of the shell structure can be seen its beauty from the inside of the building. The analysis conducted is an analysis of the internal forces and design of reinforcement in the structure.

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Ćosić, Marina, Vladimir Varga, Jelena Stanković, Miloš Maneski, and Nikolay Vatin. "Analysis of Behavior of a Lattice Girder According to Theory of Plasticity with Link Elements." Applied Mechanics and Materials 725-726 (January 2015): 559–65. http://dx.doi.org/10.4028/www.scientific.net/amm.725-726.559.

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The purpose of this work is to show the way that leads to losing of stability of a lattice girder, by gradual becoming plastic of elements. Elements that are allowed to become plastic are inserted into the program SAP2000 as link elements of appropriate characteristics, whereby there is made a numeric modeling of a problem. Finally, the possibility of significant reducing of lattice girder's weight is shown, which has a very favourable economic effect as a consequence

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Sun, Jin Peng, and Jin Feng Jiao. "A Steel Headframe Structure before and after the Comparison and Analysis of the Performance of Process Modification." Advanced Materials Research 671-674 (March 2013): 606–10. http://dx.doi.org/10.4028/www.scientific.net/amr.671-674.606.

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Because the coal mine derrick technology needs, to be in from the original winch system of backward 10m based on a new set of new ground winch system, resulting in the original derrick structure stress state change. By using SAP2000 finite element software, the establishment of three-dimensional finite element model, the dynamic characteristics and technological transformation and bar stress were analyzed, for the coal mine derrick technological transformation to provide certain reference.

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Chen, Qing Jun, Da Xin Liu, Inamullah Khan, Jian Cai, and Fan Bai. "Application of SAP2000 API and .NET Framework for Reliability Assessment of RC Structures." Applied Mechanics and Materials 578-579 (July 2014): 1482–88. http://dx.doi.org/10.4028/www.scientific.net/amm.578-579.1482.

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Based on the results of integral structure analysis, a practical program for the reliability analysis of the members is introduced for engineering application. The .NET framework and SAP2000 API were combined to develop this program. The probability distribution parameters of the load and the material are the input parameters and then based on the integral structure analysis results, by combining the Monte Carlo simulation methods and the JC methods, the probability distribution of the load effects and the resistance of the members can be calculated, thus the reliability indices of each member could be obtained. Furthermore, an example was introduced and the comparative study between this proposed method and the conventional method for evaluation of a structure was carried out. The results show that it is a feasible method to evaluate the bearing capacity of a structure by exploiting reliability indices directly and this method can offer more quantitative reliability indicators of the structures.

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Shen, Chao Yong, Xiang Yun Huang, and Min Hui Zhou. "FEM Analysis on a New Type of Anti-Tension Device." Applied Mechanics and Materials 268-270 (December 2012): 690–93. http://dx.doi.org/10.4028/www.scientific.net/amm.268-270.690.

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A new type of anti-tension device was put forward. One specimen on three utlimate working conditions was analyzed by FEM. The research results showed that there was large eccentricity between the upper steel frame and the lower steel frame in the horizontal plane, the maximum bearing capacity of the device would decrease to some extent, especially in two direction eccentricity condition. In the Sap2000 program, the characteristic of the device met with that of Hook element, some parameters of the model had been identified. Hook element could model this device when it was on the elastic stage.

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Lei, Zi Xue, Qiao Zheng Ma, and Teng Jiao Qiu. "Analysis of Microvibration of a Microelectronics Workshop under Multipoint Excitation." Advanced Materials Research 904 (March 2014): 496–99. http://dx.doi.org/10.4028/www.scientific.net/amr.904.496.

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This paper simulated the microvibration response of a micro-electronic workshop by using the finite element analysis software Sap2000. Based on the measured vibration signals as input data at the base, the displacement and velocity curves at some typical points on the work platform of a micro-electronic workshop under uniform and multipoint excitation were obtained. The results show that displacement responses at nodes of beams or in the direction of lower stiffness under multipoint excitation are much greater than those under uniform excitation, while there are no marked difference in the peak values of velocities.

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Li, Feng Ge, and Yan Zhao. "Finite Element Analysis of Natural Vibration Frequency for Unbounded Prestressed Concrete Beams." Applied Mechanics and Materials 351-352 (August 2013): 1034–37. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.1034.

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An experimental investigation on the dynamic characteristics of unbounded prestressed concrete simply support beams is presented. A total of 5 unbounded prestressed concrete simply support beams were constructed and tested. The influence of prestressing on natural vibration frequency of concrete beams is studied by applying prestress gradually. A model of variable stiffness is proposed to calculate the natural vibration frequency of unbounded prestressed concrete beams. The finite element program Sap2000 is used to calculate the frequency of unbounded prestressed concrete beams. The results show that the calculating results agree well with experimental ones.

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Duan, Shao Wei, Xian Tan, and Wei Huang. "Isolation Performance Analysis of Concrete-Filled Steel Tubular Composite Structure Based on the Lead Rubber Bearing." Advanced Materials Research 919-921 (April 2014): 152–57. http://dx.doi.org/10.4028/www.scientific.net/amr.919-921.152.

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With a 6 layer of concrete-filled steel tubular column-steel beam frame structure as the object of study,established finite element model of the structure is based on Sap2000,the traditional structure model and the isolation structure model were compared.The research results show that the dynamic characteristics of structure storey drifts and acceleration with Lead Rubber Bearing are smaller than the model without Lead rubber bearing under different earthquake intensities. The isolation effect is considered obvious.

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Zhang, Wan. "The Static Impact Analysis of a Blast Furnace Equipment Load on the Structure in Taiyuan." Applied Mechanics and Materials 275-277 (January 2013): 1118–22. http://dx.doi.org/10.4028/www.scientific.net/amm.275-277.1118.

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There are a variety of forms of industrial construction equipment load .The structural design engineers replace equipment load by equivalent load to analyze structure while it is impossible to reflect the combination of equipment and structure or synthetically dynamic characteristics exactly. This article use SAP2000 to provide three kinds of load input modes for blast furnace equipment in chemical buildings, and that blast furnace equipment should be involved in the overall structure of the modeling analysis in order to obtain accurate load information.

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Duan, Shao Wei, Wei Huang, and Xian Tan. "Energy Dissipation Analysis of Composite Frame Structure with Supplemental Viscous Dampers." Applied Mechanics and Materials 501-504 (January 2014): 1498–502. http://dx.doi.org/10.4028/www.scientific.net/amm.501-504.1498.

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With a 10 layer of concrete filled square steel tubular column beam frame structure as the object of study ,discrete structure into multiparticle system and establish a dynamic differential equation,solve this dynamic equation by Newmark -β method .Establish thefinite element model of the structure is based on Sap2000 ,then dynamic elastic-plastic time history analysis are carried out, the research results show that the dynamic characteristics of structure,s story drifts,story shear and acceleration with energy dissipating devices are smaller than the model without energy dissipating devices under different earthquake intensities. the damped effect is considered obvious.

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Teng, Xiao Fei, Si Yang Chen, and Bin Luo. "Irregular Structure of the Metal Energy Dissipation Wrest Resistant Performance Analysis." Applied Mechanics and Materials 105-107 (September 2011): 818–22. http://dx.doi.org/10.4028/www.scientific.net/amm.105-107.818.

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To make a top local adding stories of “L” flat facade irregular frame structure with good resistance to twist and integrity, can better satisfy the requirements of local seismic fortification intensity,using metal damper to this after-adding-stories framework model for processing. Using SAP2000 finite element analysis software modeling and in its install metal damper dynamic time-history analysis before and after. Results show that the structure using metal consumption technology in consume earthquake input energy at the same time can enhance structure rigid and floor wrest resistant and strengthen the lateral stiffness integral structure seismic performance.

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