Relevant bibliographies by topics / Simplified dynamic analysis

Contents

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

Academic literature on the topic 'Simplified dynamic analysis'

Author: Grafiati
Published: 3 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Simplified dynamic analysis"

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Dixon, D. C. "Simplified thickener dynamic analysis." Chemical Engineering Science 43, no. 2 (1988): 392–94. http://dx.doi.org/10.1016/0009-2509(88)85053-x.

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Ghobarah, A., Ahmed El‐Nady, and Tarek Aziz. "Simplified Dynamic Analysis for Gravity Dams." Journal of Structural Engineering 120, no. 9 (1994): 2697–716. http://dx.doi.org/10.1061/(asce)0733-9445(1994)120:9(2697).

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Kwon, Yi Sug. "Dynamic Analysis Step-by-Step." Mechanical Engineering 120, no. 08 (1998): 61–62. http://dx.doi.org/10.1115/1.1998-aug-3.

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This article discusses about engineers who are relying on mechanical simulations to improve their understanding of loading and operating conditions with high-rise escalators gain in popularity. To model an escalator design’s steps for dynamic analysis, LG engineers simplified the mechanical system by applying the drive directly to the upper terminal gear and the driving pulley without the motor. To model an escalator’s continuous elastic handrail, LG engineers divided it into 127 discrete rigid bodies, resulting in a total of 381 independent degrees of freedom. Two friction contact elements fo
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Zhang, Zhi Ying, Ying Li, and Qing Sun. "A Simplified Model of SSI Dynamic Analysis." Advanced Materials Research 446-449 (January 2012): 334–39. http://dx.doi.org/10.4028/scientific5/amr.446-449.334.

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Demec, Peter. "Simplified Dynamic Analysis of Grinders Spindle Node." Technological Engineering 11, no. 1 (2014): 11–15. http://dx.doi.org/10.2478/teen-2014-0002.

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Abstract The contribution deals with the simplified dynamic analysis of surface grinding machine spindle node. Dynamic analysis is based on the use of the transfer matrix method, which is essentially a matrix form of method of initial parameters. The advantage of the described method, despite the seemingly complex mathematical apparatus, is primarily, that it does not require for solve the problem of costly commercial software using finite element method. All calculations can be made for example in MS Excel, which is advantageous especially in the initial stages of constructing of spindle node
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Zhang, Zhi Ying, Ying Li, and Qing Sun. "A Simplified Model of SSI Dynamic Analysis." Advanced Materials Research 446-449 (January 2012): 334–39. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.334.

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Aiming at the problem of dynamic analysis of SSI system, the dynamic influence of different parts of foundation soil is studied on the linear elastic assumption according to the actual mechanism of Soil-Structure Interaction (SSI); in addition, a simplified model on the condition of the lumped mass method is put forward and the corresponding motion equations of SSI system are built, which can be a reference for the structural seismic design method considering SSI effect.
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Ju, Y. K. "Simplified dynamic inelastic analysis of tall buildings." Proceedings of the Institution of Civil Engineers - Structures and Buildings 159, no. 3 (2006): 165–78. http://dx.doi.org/10.1680/stbu.2006.159.3.165.

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Schubak, R. B., D. L. Anderson, and M. D. Olson. "Simplified dynamic analysis of rigid-plastic beams." International Journal of Impact Engineering 8, no. 1 (1989): 27–42. http://dx.doi.org/10.1016/0734-743x(89)90029-8.

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Ren, Fu Shen, Su Li Chen, and Zhi Gang Yao. "Dynamics Analysis and Vibration Suppression of a Flexible Rotation Beam." Applied Mechanics and Materials 214 (November 2012): 165–72. http://dx.doi.org/10.4028/www.scientific.net/amm.214.165.

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This paper studies the complex transverse vibration behavior of drill string. The drill string was simplified as flexible rotation beam, and drill string of complex load was simplified for flexible rotation beam system. The nonlinear dynamic equations of flexible rotation beam is established and the complex dynamic response of flexible rotation beam in resonance case is analyzed by using method of nonlinear dynamics method. Research result show that the chaotic responses are sensitive to the revolving speed, the nonlinear oscillation of drilling string can be controlled by changing the rotatin
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SUN, KEHUI, and J. C. SPROTT. "DYNAMICS OF A SIMPLIFIED LORENZ SYSTEM." International Journal of Bifurcation and Chaos 19, no. 04 (2009): 1357–66. http://dx.doi.org/10.1142/s0218127409023688.

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A simplified Lorenz system with one bifurcation parameter is investigated by a detailed theoretical analysis as well as dynamic simulation, including some basic dynamical properties, Lyapunov exponent spectra, fractal dimension, bifurcations and routes to chaos. The results show that this system has complex dynamics with interesting characteristics.
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Dissertations / Theses on the topic "Simplified dynamic analysis"

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Lundberg, Ted. "Analysis of simplified dynamic truck models for parameter evaluation." Thesis, KTH, Fordonsdynamik, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-177304.

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The ride comfort in heavy commercial trucks is an important property that requires detailed testing to investigate how different vehicle components affect the response to road input. Trucks come in many different configurations and a customer purchasing a new truck often has the choice to specify number of axles, drive line and cabin type, type of suspension and so on. This gives that there are many vehicle variations that have to be tested to ensure good ride comfort. Testing many combinations of, for example, dampers in different environments and road conditions might be time consuming. The
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Johansson, Christoffer. "Simplified dynamic analysis of railway bridges under high-speed trains." Licentiate thesis, KTH, Bro- och stålbyggnad, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-122436.

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The world-wide development of new high-speed rail lines has led to more stringent design requirements for railway bridges. This is mainly due to the fact that a train at high speeds can cause resonance in the bridge superstructure.  In order to avoid problems of this kind, it has become essential to perform dynamic simulations, which are usually carried out in a time consuming finite element program. The main reason for not using an analytical solution is that this type of solution only exists for simple bridges, e.g., simply supported bridges. The aim of this thesis, is therefore the developm
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González, Ignacio. "Dynamic Behaviour of the New Årsta Bridge to Moving Trains : Simplified FE ‐ Analysis and Verifications." Thesis, KTH, Bro- och stålbyggnad (byte av engelskt namn 20110630), 2008. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-37019.

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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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Heng, Piseth. "Simplified mechanical models for the nonlinear dynamic analysis of elasto-plastic steel structures impacted by a rigid body." Doctoral thesis, KTH, Bro- och stålbyggnad, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-217281.

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Buildings subjected to impact and explosion are usually studied using large scale and highly nonlinear finite element model which are time-consuming. The first part of the thesis deals with the development of simple and accurate models for evaluating the nonlinear inelastic behaviour of steel frame structures subjected to impact. The research work in this part has produced four simplified models. The first model concerns with a 4DOF model that reproduces the behaviour of the impacted column. The restraining effect from the rest of the structure is modelled by an elastic spring, a head mass and
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Ramli, Muhd Harris Bin. "Dynamic Effects on Migration of Light Non-Aqueous Phase Liquids in Subsurface." 京都大学 (Kyoto University), 2014. http://hdl.handle.net/2433/189380.

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Homdim, Tchuenteu Joel Landry. "Analysis and dynamic modeling of intermediate distributors for balancing of production lines." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2019. http://amslaurea.unibo.it/18626/.

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The work carried out at the company Pulsar Engineering s.r.l, and discussed in this thesis, focuses on the construction of a model for the dynamic simulation of the operations of a machine that allows feeding and sorting/merging in the tissue sector called REDS INTERMEDIATE. The goal is to derive a powerful dynamic model that can simulate a large range of REDS intermediate that could work in different existing operating modes (DIVERTER, COMBINER and By-pass modes) and containing all existing operating strategies (REVOLVER and TETRIS strategies). This was possible with the aid of a powerful s
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Kelly, Michael J. "Simplified Model for Rubber Friction to Study the Effect of Direct and Indirect DMA Test Results." University of Akron / OhioLINK, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=akron1627592247173898.

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Ibrahim, Ayman Wagdy Mohamed. "Predicting glare in open-plan offices using simplified data acquisitions and machine learning algorithms." Thesis, Queensland University of Technology, 2020. https://eprints.qut.edu.au/204266/1/Ayman%20Wagdy%20Mohamed_Ibrahim_Thesis.pdf.

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Glare in open-plan offices can negatively affect the productivity and well-being of office workers. Accurate glare prediction is challenging, as occupants' sensitivity to glare may differ under the same conditions. Developed as part of an ARC Linkage Project, this thesis challenges the limitations prevalent in current glare metrics by delivering a new model of predicting glare for open-plan offices. By utilising machine learning (ML) techniques, more accurate tools and methods are unlocked to assist architects and lighting engineers in the early stages of the design process. They ultimately en
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Golzan, Seyyed Behnam. "Simplified design method for energy dissipating devices in retrofitting of seismically isolated bridges." Thèse, Université de Sherbrooke, 2016. http://hdl.handle.net/11143/8948.

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Abstract: Highway bridges have great values in a country because in case of any natural disaster they may serve as lines to save people’s lives. Being vulnerable under significant seismic loads, different methods can be considered to design resistant highway bridges and rehabilitate the existing ones. In this study, base isolation has been considered as one efficient method in this regards which in some cases reduces significantly the seismic load effects on the structure. By reducing the ductility demand on the structure without a notable increase of strength, the structure is designed to rem
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Books on the topic "Simplified dynamic analysis"

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Takabatake, Hideo, Yukihiko Kitada, Izuru Takewaki, and Akiko Kishida. Simplified Dynamic Analysis of High-Rise Buildings. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7185-1.

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Fire and Blast Information Group (Firm). Simplified methods for analysis of response to dynamic loading. Steel Construction Institute, 2002.

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Srbulov, Milutin. Ground vibration engineering: Simplified analyses with case studies and examples. Springer, 2010.

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Takewaki, Izuru, Hideo Takabatake, Yukihiko Kitada, and Akiko Kishida. Simplified Dynamic Analysis of High-Rise Buildings: Applications to Simplified Seismic Diagnosis and Retrofit Using the Extended Rod Theory. Springer, 2019.

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Takabatake, Hideo. Simplified Dynamic Analysis of High-Rise Buildings: Applications to Simplified Seismic Diagnosis and Retrofit Using the Extended Rod Theory. Springer, 2020.

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Ab-Wahab, Yunus Bin. Development of a simplified method to evaluate dynamic mechanical analysis data on asphalt-aggregate mixtures. 1993.

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Srbulov, Milutin. Ground Vibration Engineering: Simplified Analyses with Case Studies and Examples. Springer, 2010.

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Srbulov, Milutin. Ground Vibration Engineering: Simplified Analyses with Case Studies and Examples. Springer, 2012.

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Koch, Christof. Biophysics of Computation. Oxford University Press, 1998. http://dx.doi.org/10.1093/oso/9780195104912.001.0001.

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Neural network research often builds on the fiction that neurons are simple linear threshold units, completely neglecting the highly dynamic and complex nature of synapses, dendrites, and voltage-dependent ionic currents. Biophysics of Computation: Information Processing in Single Neurons challenges this notion, using richly detailed experimental and theoretical findings from cellular biophysics to explain the repertoire of computational functions available to single neurons. The author shows how individual nerve cells can multiply, integrate, or delay synaptic inputs and how information can b
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Book chapters on the topic "Simplified dynamic analysis"

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Kasmai, P. N., J. H. Prevost, and J. Zarka. "Simplified Dynamic Analysis of Civil Engineering Structures." In Finite Element Methods for Nonlinear Problems. Springer Berlin Heidelberg, 1986. http://dx.doi.org/10.1007/978-3-642-82704-4_31.

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Takabatake, Hideo, Yukihiko Kitada, Izuru Takewaki, and Akiko Kishida. "Analysis Considering Soil–Structure Interaction." In Simplified Dynamic Analysis of High-Rise Buildings. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7185-1_8.

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Takabatake, Hideo, Yukihiko Kitada, Izuru Takewaki, and Akiko Kishida. "Earthquake Response Analysis of High-Rise Buildings." In Simplified Dynamic Analysis of High-Rise Buildings. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7185-1_2.

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Sitapra, Nidhi J. "A Simplified Incremental Dynamic Analysis Procedure Using SAP2000." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-3371-4_9.

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Takabatake, Hideo, Yukihiko Kitada, Izuru Takewaki, and Akiko Kishida. "Structural Properties of High-Rise Buildings." In Simplified Dynamic Analysis of High-Rise Buildings. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7185-1_1.

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Takabatake, Hideo, Yukihiko Kitada, Izuru Takewaki, and Akiko Kishida. "Fundamental Knowledge on Seismic Motion." In Simplified Dynamic Analysis of High-Rise Buildings. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7185-1_10.

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Takabatake, Hideo, Yukihiko Kitada, Izuru Takewaki, and Akiko Kishida. "Engineering Method to Create Restoring Force Characteristics." In Simplified Dynamic Analysis of High-Rise Buildings. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7185-1_11.

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Takabatake, Hideo, Yukihiko Kitada, Izuru Takewaki, and Akiko Kishida. "Measures for the Long-Period Ground Motion." In Simplified Dynamic Analysis of High-Rise Buildings. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7185-1_3.

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Takabatake, Hideo, Yukihiko Kitada, Izuru Takewaki, and Akiko Kishida. "Extended Rod Theory." In Simplified Dynamic Analysis of High-Rise Buildings. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7185-1_4.

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Takabatake, Hideo, Yukihiko Kitada, Izuru Takewaki, and Akiko Kishida. "Simplified Analysis of High-Rise Buildings by the Extended Rod Theory." In Simplified Dynamic Analysis of High-Rise Buildings. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7185-1_5.

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Conference papers on the topic "Simplified dynamic analysis"

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Zhou, Qin, Feng Yu, and Jun Xie. "Simplified Method for Special-shaped Body in Simulation Analysis of Structural Dynamic Characteristics." In 2024 3rd International Conference on Advanced Sensing, Intelligent Manufacturing (ASIM). IEEE, 2024. https://doi.org/10.1109/asim66270.2024.00017.

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Mrđen, Emilija, and Petar Matić. "Analysis of Short Circuit Currents in Large Permanent Magnet Synchronous Generator: Dynamic and Simplified Models." In 2024 XV International Symposium on Industrial Electronics and Applications (INDEL). IEEE, 2024. https://doi.org/10.1109/indel62640.2024.10772672.

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Han, Zhifan, Gong Chen, and Xiaoting Wu. "Simplified analysis of dynamic machine foundation-subgrade dynamic interaction." In International Conference on Intelligent Equipment and Special Robots (ICIESR 2021), edited by Qiang Zhang and Zhong You. SPIE, 2021. http://dx.doi.org/10.1117/12.2625051.

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Popov, Brenno, Suzana Avila, and Polliana Martins. "Dynamic analysis of a simplified rotor for eVTOL applications." In XII Congresso Nacional de Engenharia Mecânica. ABCM, 2024. http://dx.doi.org/10.26678/abcm.conem2024.con24-0974.

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Klein, Alexander, Mark D. Rodgers, and Kenneth Leiden. "Simplified dynamic density: A metric for dynamic airspace configuration and NextGen analysis." In 2009 IEEE/AIAA 28th Digital Avionics Systems Conference (DASC). IEEE, 2009. http://dx.doi.org/10.1109/dasc.2009.5347539.

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Yu, Je-Yong, Jin-Seok Park, and Chang-Gi Ahn. "Dynamic Characteristic Analysis of Structures for Reactor Coolant Pump." In ASME 2011 Pressure Vessels and Piping Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/pvp2011-58019.

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In this study, the dynamic characteristics of a reactor coolant pump (RCP) which can be used for APR1400 nuclear power plant are investigated using an equivalent simplified solid model. An effective simplified solid mass model to preserve the behavior of the RCP is presented. The equivalent simplified solid model for the dynamic analysis is developed from the detailed FE model of RCP through iterative runs. The results show that the fundamental frequency of RCP resides around 11Hz in the bending mode.
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Ramamurti, V., D. A. Subramani, and K. Sridhara. "Dynamic Analysis of a Turbocharger Centrifugal Compressor Impeller." In ASME 1991 Design Technical Conferences. American Society of Mechanical Engineers, 1991. http://dx.doi.org/10.1115/detc1991-0154.

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Abstract Stress analysis and determination of eigen pairs of a typical turbocharger compressor impeller have been carried out using the concept of cyclic symmetry. A simplified model treating the blade and the hub as isolated elements has also been attempted. The limitations of the simplified model have been brought out. The results of the finite element model using the cyclic symmetric approach have been discussed.
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Adam, Christoph, and Benjamin Hirzinger. "SIMPLIFIED DYNAMIC RESPONSE ANALYSIS OF A RAILWAY BRIDGE CONSIDERING SOIL-STRUCTURE INTERACTION." In XI International Conference on Structural Dynamics. EASD, 2020. http://dx.doi.org/10.47964/1120.9210.18596.

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Lee, Joon-Ho, Jae-Hwan Bae, In-Yeung Kim, and Jik-Lae Jo. "Seismic Spans for Cold Piping Based on Simplified Dynamic Analysis in APR1400." In 17th International Conference on Nuclear Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/icone17-75808.

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The process piping of nuclear power plants have been seismically qualified for many years by rigorous dynamic analyses utilizing piping analysis computer programs or simplified dynamic analyses such as the constant-pitch span method or the seismic load coefficient method specified in ASME Sec. III, Appendix N-1225. In the case of OPR1000 (Korea standard nuclear power plants, e.g., Ulchin 3&4, 5&6 including Shin-Kori 1&2 and Shin-Wolsong 1&2 which are under construction), almost all of the nuclear piping have been seismically qualified by rigorous dynamic analyses to reduce the
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Oskoei, S. Ali Ghafari, and Ghyslaine McClure. "Simplified Dynamic Analysis Methods for Guyed Telecommunication Masts under Seismic Excitation." In Structures Congress 2009. American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41031(341)113.

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Reports on the topic "Simplified dynamic analysis"

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Bonthron, Leslie, Corey Beck, Alana Lund, et al. Empowering the Indiana Bridge Inventory Database Toward Rapid Seismic Vulnerability Assessment. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317282.

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With the recent identification of the Wabash Valley Seismic Zone in addition to the New Madrid Seismic Zone, Indiana’s Department of Transportation (INDOT) has become concerned with ensuring the adequate seismic performance of their bridge network. While INDOT made an effort to reduce the seismic vulnerability of newly-constructed bridges, many less recent bridges still have the potential for vulnerability. Analyzing these bridges’ seismic vulnerability is a vital task. However, developing a detailed dynamic model for every bridge in the state using information from structural drawings is rath
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Mojidra, Rushil, and Keri Ryan. Influence of Vertical Ground Motion on Bridges Isolated with Spherical Sliding Bearings. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2019. http://dx.doi.org/10.55461/rynq3624.

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The motivation for this project developed from testing of a full scale building isolated with triple friction pendulum bearings on the E-defense shake table in Japan. The test demonstrated experimentally that the vertical component of ground motion can amplify both the base shear and the story acceleration in the isolated building. Vertical shaking introduced high-frequency variation in the axial force of the bearings, and, consequently, a high-frequency component in the bearing lateral force, which excited higher structural modes in the building. Since vertical bridges are flexible in the ver
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Baete, Christophe. PR-405-173610-R01 Develop New Criteria for DC Stray Current Interference. Pipeline Research Council International, Inc. (PRCI), 2019. http://dx.doi.org/10.55274/r0011602.

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This report refers to the activities performed in the frame of PRCI project on the refinement of the dynamic DC stray current corrosion criteria by applying an advanced DC corrosion prediction model. In order to find realistic stray current interference conditions, an industry survey was performed to retrieve dynamic DC interference signals on real-world pipelines. After analysis of the cases, a simulation matrix was proposed that covers a wide variety of interference conditions. The simulated signals were simplified as squared pulses. The European Standard EN 50162 Protection against corrosio
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ANALYSIS OF THE DYNAMIC MECHANISM OF SQUARE TUBULAR T-JOINTS WITH CHORD FLANGES SUBJECTED TO IMPACT LOADING. The Hong Kong Institute of Steel Construction, 2024. http://dx.doi.org/10.18057/ijasc.2024.20.1.3.

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This study examines the dynamic mechanical properties of square tubular T-joints with impact loads acting on the chord surface in the joint area. The study first verified the failure modes and behaviors of the specimens under a brace axial force and impact, respectively, where the simulation results demonstrated good agreement with the experimental results. A total of 138 square hollow section tubular T-joint finite element models were divided into T1, T2, and T3 groups based on different tube diameter ratios. The failure modes, displacement-time history curves, and impact force-time history c
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