Relevant bibliographies by topics / SAP2000 analysis

Contents

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

Academic literature on the topic 'SAP2000 analysis'

Author: Grafiati
Published: 4 June 2021
Last updated: 15 February 2022

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Journal articles on the topic "SAP2000 analysis"

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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 (2013): 87–93. http://dx.doi.org/10.7161/anajas.2013.282.87.

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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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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 (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 result
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Attaelmanan, Abusamra, and Abdelhameed Ali. "Finite Element Analysis of Rectangular Beams." FES Journal of Engineering Sciences 8, no. 1 (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 patt
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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
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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 (2019): 305–10. http://dx.doi.org/10.22214/ijraset.2019.11048.

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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 (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 struct
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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 (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 Tek
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Dissertations / Theses on the topic "SAP2000 analysis"

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Bradaric, Matea, and David Desimons. "Design and Analysis of a Slanted Cable-stayed Building." Thesis, KTH, Bro- och stålbyggnad, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-209912.

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The Tubed Mega Frame (TMF) is a structural system for high-rise building developed by Tyréns AB. Compared to conventional structural systems, the TMF is a coreless system that transfers the loads through the perimeter of the building instead and in turn enables ability to support new architectural shapes and forms of buildings. This thesis covers an initial study of a high-rise building with an unconventional shape implementing the TMF system, the Cable-stayed Building, which consists of a slanted tower with a cable-supported cantilever. The study of the building was divided in to a geometrica
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Silwal, Baikuntha. "An Investigation of the Beam-Column and the Finite-Element Formulations for Analyzing Geometrically Nonlinear Thermal Response of Plane Frames." OpenSIUC, 2013. https://opensiuc.lib.siu.edu/theses/1160.

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The objective of this study is to investigate the accuracy and computational efficiency of two commonly used formulations for performing the geometrically nonlinear thermal analysis of plane framed structures. The formulations considered are the followings: the Beam-Column formulation and the updated Lagrangian version of the finite element formulation that has been adopted in the commercially well-known software SAP2000. These two formulations are used to generate extensive numerical data for three plane frame configurations, which are then compared to evaluate the performance of the two form
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Morone, Daniel Justin Reese. "Progressive Collapse: Simplified Analysis Using Experimental Data." The Ohio State University, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=osu1354602937.

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Sapkota, Suman. "Seismic Capacity Evaluation of Reinforced Concrete Buildings Using Pushover Analysis." University of Toledo / OhioLINK, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544707728674621.

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Li, Kai. "Collapse Experiments and Assessment of Masonry Wall Buildings." The Ohio State University, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=osu1503265342241364.

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Andrade, Rodolfo Giacomim Mendes de. "Monitoramento de curta duração de uma ponte curva em concreto armado: um estudo de caso." Universidade de São Paulo, 2012. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-18062013-152808/.

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As últimas quatro décadas foram importantes para o desenvolvimento da malha rodoviária brasileira. O sistema de rodovias do país recebeu incentivos financeiros à sua expansão e diversas soluções estruturais para pontes e viadutos foram criadas a fim de atender à demanda de infraestrutura. Em contrapartida, a carência de programas de manutenção preventiva tem causado um crescimento significativo no número de estruturas desse tipo que se encontra em estágio avançado de deterioração. Dessa maneira, esta dissertação propõe um plano de monitoramento de curta duração para monitorar o comportamento e
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Cetinceli, Serkan. "Cost-benefit Analysis For Various Rehabilitation Strategies." Master's thesis, METU, 2005. http://etd.lib.metu.edu.tr/upload/12605766/index.pdf.

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Over the last decade, six major earthquakes that occurred in Turkey dramatically demonstrated the poor performance of the buildings that were designed and constructed far from Turkish seismic code&rsquo<br>s requirements. The Marmara region, where most of the population and industry is located, is in the active seismic zone. With the rising cost of damages due to earthquakes, the necessity of the cost-benefit analysis for various rehabilitation strategies used in existing buildings has become a major concern for the decision makers who are in the position of making decisions on the building re
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Carloni, Federico. "A 3D model based on the SAM Method for seismic studies of masonry buildings." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2018. http://amslaurea.unibo.it/17151/.

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L'elaborato propone un metodo per la modellazione tridimensionale di interi edifici in muratura, con lo scopo di valutare le performance sismiche, mediante il programma di calcolo SAP2000. La metodologia proposta consente la modellazione di pareti in muratura simulandone il comportamento non lineare sotto azioni agenti nel piano ed allo stesso tempo permette di considerare la ripartizione delle azioni verticali e soprattutto orizzontali che avviene tra le pareti, dovuta alle zone di connessione, ai solai ed alla loro rigidezza a taglio nel piano. Per lo sviluppo del metodo di modellazione è st
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Althoff, Eric C. "Detailed and Simplified Structural Modeling and Dynamic Analysis of Nuclear Power Plant Structures." The Ohio State University, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=osu1492642525831339.

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Song, Brian Inhyok. "EXPERIMENTAL AND ANALYTICAL ASSESSMENT ON THE PROGRESSIVE COLLAPSE POTENTIAL OF EXISTING BUILDINGS." The Ohio State University, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=osu1281712538.

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Books on the topic "SAP2000 analysis"

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Building support structures: Analysis and design using SAP2000 software. Computer and Structures, Inc., 2008.

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Building Support Structures: Analysis and Design with SAP2000 Software. Computer and Structures, Inc., 2008.

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Building Support Structures, 2nd Ed., Analysis and Design with SAP2000 Software. eBook by Wolfgang Schueller, 2015.

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Book chapters on the topic "SAP2000 analysis"

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"Nonlinear Static Analysis Method." In Structural Dynamics and Static Nonlinear Analysis From Theory to Application. IGI Global, 2021. http://dx.doi.org/10.4018/978-1-7998-4399-3.ch011.

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This chapter presents the nonlinear static methods of analyses for seismic design of structures considered by Eurocode 8. The first method is the nonlinear pushover procedure, which is based on the N2 method. The second method is the classical nonlinear time history analysis. The first method is studied in more detail, because the second method is a well-established procedure whose only drawback is the time necessary for the analyses. Nonlinear solvers and procedure in program Z_Soil are described. After a simple nonlinear SDOF application, a test-bed application consisting of an existing two-story reinforced concrete building in Bonefro, Italy is used to compare the two nonlinear procedures. The selected building is representative of typical residential building construction in Italy in the 1970s and 1980s. The aim of this chapter section is to compare 2D and 3D procedures implemented in Z_Soil software. The second example is a 14-story reinforced concrete building designed according to the Algerian code using Sap2000 software.
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Yardım, Yavuz, and Enea Mustafaraj. "Selected Assessment and Retrofitting Application Techniques for Historical Unreinforced Masonry Buildings." In Handbook of Research on Seismic Assessment and Rehabilitation of Historic Structures. IGI Global, 2015. http://dx.doi.org/10.4018/978-1-4666-8286-3.ch017.

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This chapter includes application of recent research on the repair and strengthening of historical structures and provides a structural assessment of five historical mosques in Albania. Apart from visual inspection, terrestrial laser scanner (TLS) data are used to analyze the historical structures. The FEM analysis conducted in SAP2000 aims to investigate the structural behavior of the undamaged model under static and dynamic loads. Stress concentration and mode period results have a considerable difference, which highlights earthquake vulnerability and changes the strategy of possible retrofitting. As a result, possible practical solutions for the structural problems based on previous research and enhancement of the existing structural resistance are suggested.
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Conference papers on the topic "SAP2000 analysis"

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Fu, Lianghua, Wenbo Bao, and Haiyan Lu. "Settlement analysis of raft foundation in wall structure based on SAP2000." In 2011 International Conference on Consumer Electronics, Communications and Networks (CECNet). IEEE, 2011. http://dx.doi.org/10.1109/cecnet.2011.5769329.

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Romero, Manuel L., and Pedro Museros. "Learning Structural Analysis with K'NEX and SAP2000: A Practical Experience in Spain." In Eighth International Conference on Computing in Civil and Building Engineering (ICCCBE-VIII). American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40513(279)149.

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Lai, Zih-Yu, Yan-Fang Liu, Ching-Ching Yu, et al. "Cyclic Loading Test and Numerical Analysis of Flange Joint and Reducer of RHR Piping Systems." In ASME 2014 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/pvp2014-29112.

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According to the seismic risk assessment results presented in the Final Safety Analysis Report (FSAR) for a nuclear power plant in Taiwan, the failure of Residual Heat Removal (RHR) piping system occurs in both of the two accident sequences with the highest contributions for core damage. The seismic performance of RHR piping system depends on the capacity of its components, such as supports, flanged joints and reducers. For the need of seismic response-history analysis of RHR piping systems, we developed detailed numerical models of flanged joint and reducer using finite element analysis softw
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Shen, Ming-Yi, Zih-Yu Lai, Juin-Fu Chai, Fan-Ru Lin, Yin-Nan Huang, and Ching-Ching Yu. "Numerical Analysis of a RHR Piping System Subjected to Seismic Loading." In ASME 2014 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/pvp2014-29113.

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The objective of this study is to build a credible numerical model using SAP2000 for fragility analysis of RHR piping system, and to establish the load pattern of a cyclic loading test to identify the seismic vulnerability of the system. The RHR piping system selected for test and numerical analysis is duplicated from a part of the RHR system in a nuclear power plant (NPP) in Taiwan, and this part is distributed between the floor of the reactor building (RB) to the wall of the reinforced concrete containment vessel (RCCV) of the sample NPP. The numerical model for the sample RHR piping system
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Chatjigeorgiou, Ioannis K., Konstantinos Chatziioannou, Vanessa Katsardi, Apostolos Koukouselis, and Euripidis Mistakidis. "Numerical and Experimental Investigation of the Wave Loading on a Three-Legged Offshore Wind Turbine Jacket Platform." In ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/omae2018-78416.

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The purpose of this work is to examine a three-legged jacket tower support system subjected to wave loading. To this end, linear as well as nonlinear wave scenarios are investigated. The structure was designed for offshore wind turbines installed in intermediate water depths. The phenomenon of the wave-structure interaction is examined experimentally with a 1:18 scaled model as well as numerically with the use of Finite Element Model (FEM). The structural calculations were performed using the structural analysis software SAP2000, which was enhanced by a special programming interface that was d
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Kashama Guzunza, Mohammed, Ozgur Ozcelik, Umut Yucel, and Ozgur Girgin. "Application of Optimization Based Finite Element Model Updating Method On 3d Printed Model Structures." In 2nd International Conference on Research in Science, Engineering and Technology. Acavent, 2019. http://dx.doi.org/10.33422/2nd.icrset.2019.11.780.

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Nowadays it becomes trend in studying of dynamic behavior on complex structure. Model updating is one of the tools developed for verifying accuracy of finite element models. In this paper, method for computing model updating on finite element model and effective the experimental modal analysis of structural systems is developed. The identification method developed in this study is based on time-domain system identification numerical techniques. The case study considered in this work is a 3D printed structure that be modeled as a two-story shear building system with irregular torsion. A prelimi
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Fenu, Luigi, and Giuseppe C. Marano. "Steel Truss-Type Arches Optimization Under Multi-Load Cases." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1338.

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&lt;p&gt;Structural optimization of arches under multi-load cases is faced. For this aim, truss-type arches are to be considered because, under different load cases, bending effects unavoidably occur in single-rib arches shaped under one load case only. An effective procedure for simultaneous topology, shape and size optimization of truss-arches under multi-load cases is proposed. For this aim, shape, size and topology variables are assembled in a unique set of variables that are simultaneously optimised by the optimization algorithm. For given Pratt-type brace pattern, different topologies ha
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Chatziioannou, Konstantinos, Vanessa Katsardi, Apostolos Koukouselis, and Euripidis Mistakidis. "Nonlinear Dynamic Response of a Compliant Tower Under the Effect of Steady and Unsteady Sea States." In ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/omae2017-62449.

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The purpose of this work is to highlight the importance of considering the actual nonlinear dynamic response for the analysis and design of fixed deep water platforms. The paper highlights the necessity of applying dynamic analysis through the comparison with the results obtained by the authors by applying static nonlinear analysis on the structure under examination. The example treated in the context of the present paper is a compliant tower, set-up in deep water. Nonlinearities are considered both for the calculation of the wave loadings and the structural analysis. The wave loading is based
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Opgård, Birger, Gaute Mo, Fernando Ibáñez Climent, and Altea Cámara Aguilera. "Stovner Tower Accessible Pedestrian Walkway to the Fiord Viewpoint." In Footbridge 2022 (Madrid): Creating Experience. Asociación Española de Ingeniería Estructural, 2021. http://dx.doi.org/10.24904/footbridge2022.186.

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&lt;p&gt;The Stovner Tower forms part of an activity park in the Stovner district of Oslo. The tower, providing a serpentine walkway through the treetops with a maximum height of 15m, is designed to be universally accessible. The route is based on a series of straight lengths connected with abrupt changes of direction. The 2m wide walkway has an overall length of 270m with a constant 1:15 slope. There are four intermediate horizontal platforms intended as relaxation and viewing areas, each one with different sizes. The principal deck structure is steel, formed from a central tube with a diamet
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Lin, Fan-Ru, Juin-Fu Chai, Yung-An Tsai, Chang-Chen Yeh, and Kuo-Chun Chang. "Seismic Evaluation Methods for Fire Protection Sprinkler Piping Systems in Buildings." In ASME 2019 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/pvp2019-93443.

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Abstract Based on recent earthquakes experiences in Taiwan, losses do not necessarily result from damages of building structures but non-structural components. For instance, the leakage of the fire protection sprinkler systems in hospitals during small earthquakes could results in shortage of medical function and fire protection, and malfunction and repairs of medical equipment. The break of sprinkler systems caused by strong earthquakes could even harm the life safety. Taking a medium-scale hospital as an example, this research aims to conduct a simplified seismic evaluation method to improve
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