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Relevant bibliographies by topics / Seismic time history analysis

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Academic literature on the topic 'Seismic time history analysis'

Author: Grafiati

Published: 3 June 2025

Last updated: 31 July 2025

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Journal articles on the topic "Seismic time history analysis"

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Tripathi, Suraj, Annu Dubey, and Madan Chand Maurya. "Time History Analysis of Underground Water Tank for Different Seismic Intensity." International Journal of Science and Research (IJSR) 9, no. 6 (2020): 963–67. http://dx.doi.org/10.21275/sr20612100503.

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Zhou, ChangXian, ShaoPeng Zheng, YouQuan Ye, Hao Wang, and Ping Fu. "Analysis of Seismic Wave Selection in Time History Analysis." IOP Conference Series: Earth and Environmental Science 242 (March 30, 2019): 062031. http://dx.doi.org/10.1088/1755-1315/242/6/062031.

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Khileshwari, Verma, and Pratiksha Malviya Prof. "Seismic Response Analysis of Structure A Perspective View." International Journal of Trend in Scientific Research and Development 3, no. 3 (2019): 471–73. https://doi.org/10.31142/ijtsrd22919.

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From past earthquakes it is proved that many of structure are totally or partially damaged due to earthquake. So, it is necessary to determine seismic responses of such buildings. There are different techniques of seismic analysis of structure. Time history analysis is one of the important techniques for structural seismic analysis generally the evaluated structural response is nonlinear in nature. For such type of analysis, a representative earthquake time history is required. In this project work seismic analysis of RCC buildings with mass irregularity at different floor level are carried ou

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Mr, Ashwin Hardiya1* Mr Arpit Chawda2. "TIME HISTORY ANALYSIS OF VERTICAL IRREGULAR BUILDINGS USING ETABS." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 7, no. 1 (2018): 289–94. https://doi.org/10.5281/zenodo.1146180.

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It is critical to test and perform seismic building analysis as lots of damage and structural losses causes due to earthquake in past. It is compulsorily desired to analyse response of building structure for possible losses. Seismic response for real time history is required to perform to design building under seismic consideration. The research includes analysis of four different building models which are vertically irregular. The method selected is vertical irregular problem analysis with respect to time history analysis. Four building models are considered with time history reference data t

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Brinissat, Marame, Rajmund Kuti, and Zouhir Louhibi. "Dynamic seismic analysis of bridge using response spectrum and time history methods." Acta Technica Jaurinensis 14, no. 2 (2021): 171–85. http://dx.doi.org/10.14513/actatechjaur.00595.

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Dynamic analysis is very important to better understand the performance of structural elements of a bridge. For this purpose, a seismic analysis of an Algerian highway bridge designed with the new Algerian seismic bridge regulation (RPOA -2008) was carried out using linear and nonlinear analyses. Therefore, response spectrum, time history analyses were performed to evaluate the seismic responses of the designed bridge. The performance of the designed bridge is assessed using 10 ground motion records. The proposed methodology allows an efficient comparison of the seismic response of the bridge

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Chaudhari, Mr Rohit Kiran. "Non-Linear Time History Analysis of an Elevated Water Tank." International Journal for Research in Applied Science and Engineering Technology 9, no. VI (2021): 4327–34. http://dx.doi.org/10.22214/ijraset.2021.35939.

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It was discovered that reinforced concrete elevated water tanks with frame staging outperformed reinforced concrete elevated water tanks with shaft staging in terms of seismic resistance. These can be due to the frame staging's seismic energy absorption capability. As a result, the primary goal of this research is to better understand the seismic behavior and performance characteristics of elevated water tanks with frame staging. Furthermore, when compared to other shapes, circular tanks have the smallest surface area for a given tank size. As a result, the amount of material needed for a circ

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Sengara, I. Wayan, Yuamar I. Basarah, Ahmad Sulaiman, and Sarah M. T. Sibagariang. "Box Station Parametric Study with Time History Dynamic Analysis." Journal of Engineering and Technological Sciences 56, no. 3 (2024): 377–88. http://dx.doi.org/10.5614/j.eng.technol.sci.2024.56.3.6.

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The performance of an underground station structure subjected to an earthquake can be evaluated by looking at deformation as well as forces and bending moments that occur in the structure. Most design practices adopt simplified approaches, such as the free field deformation method and pseudo-static approaches, which have a high level of uncertainty. Therefore, it is necessary to perform dynamic time-history analysis to verify the results of the simplified approach. Dynamic modeling is considered a more appropriate approach because it better represents seismic shaking in evaluating the seismic

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Elmrabet, Oumnia, Hasnae Boubel, El Mehdi Echebba, Mohamed Rougui, and Ouadia Mouhat. "Performance-based seismic assessment of vulnerability of dam using time history analysis." MATEC Web of Conferences 149 (2018): 02035. http://dx.doi.org/10.1051/matecconf/201814902035.

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The current performance-based seismic assessment procedure can be computationally intensive as it requires many time history analyses (THA) each requiring time intensive post-processing of results. Time history analysis is a part of structural analysis and is the calculation of the response of a structure to any earthquake. It is one of the main processes of structural design in regions where earthquakes are prevalent. The objective of this study is to evaluate the seismic performance of embankment dam located on the Oued RHISS in the Province of AL HOCEIMA using the THA method. To monitor str

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Lu, Xinzheng, Qingle Cheng, Zhen Xu, Yongjia Xu, and Chujin Sun. "Real-Time City-Scale Time-History Analysis and Its Application in Resilience-Oriented Earthquake Emergency Responses." Applied Sciences 9, no. 17 (2019): 3497. http://dx.doi.org/10.3390/app9173497.

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The resilience of cities has received worldwide attention. An accurate and rapid assessment of seismic damage, economic loss, and post-event repair time can provide an important reference for emergency rescue and post-earthquake recovery. Based on city-scale nonlinear time-history analysis (THA) and regional seismic loss prediction, a real-time city-scale time-history analysis method is proposed in this work. In this method, the actual ground motion records obtained from seismic stations are input into the building models of the earthquake-stricken area, and the nonlinear time-history analysis

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Sayed, Arafat. "EFFECTIVE POSITION OF SHEAR WALL FOR HIGHER RISE FOR TIME HISTORY ANALYSIS." International Scientific Journal of Engineering and Management 03, no. 05 (2024): 1–9. http://dx.doi.org/10.55041/isjem01852.

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The abstract of the study that is titled "Effective Position of Shear Wall for Higher Rise for Time History Analysis" focuses on the investigation of the best placement of shear walls in tall buildings in order to improve the seismic performance of these buildings via the use of time history analysis. By doing this research, the researchers hope to find a solution to the essential problem of establishing the most effective location of shear walls in high-rise structures in order to reduce the effects of seismic forces. Evaluating the dynamic response of tall buildings under earthquake loading

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Dissertations / Theses on the topic "Seismic time history analysis"

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Taylor, Michael S. "Seismic time history analysis and instrumentation of the Galena Creek Bridge." abstract and full text PDF (UNR users only), 2008. http://0-gateway.proquest.com.innopac.library.unr.edu/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:1453607.

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Bélec, Gilbert. "Seismic Assessment of Unreinforced Masonry Buildings In Canada." Thesis, Université d'Ottawa / University of Ottawa, 2016. http://hdl.handle.net/10393/34301.

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Unreinforced masonry (URM) structures have shown tobe susceptible to significant damage during strong earthquakes. Vulnerability assessment of URM buildings is needed so that appropriate mitigation strategies can be implemented. The existing Canadian practice consists of rapid seismic screening of buildings to assign priorities for further and more refined assessments, followed by refined analysis of individual critical buildings. The current seismic screening procedure, from 1992, is based on qualitative observations of seismic vulnerability, enabling the assignment of seismic priority ind

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Cole, Gregory Lloyd. "The effects of detailed analysis on the prediction of seismic building pounding performance." Thesis, University of Canterbury. Department of Civil and Natural Resources Engineering, 2012. http://hdl.handle.net/10092/8384.

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Building pounding is a recognised phenomenon where adjacent buildings collide under lateral loading due to insufficient provision of building separation. The consequences of this interaction are known to be complex, and both buildings’ responses can be significantly affected. In the absence of extensive experimental data, numerical modelling has been frequently adopted as a means of evaluating building pounding risk during earthquakes. In performing numerical analysis, it becomes necessary to create specialised ‘contact’ elements to simulate building contact. While many contact elements have b

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Galin, Sanja. "Selection and Scaling of Seismic Excitations for Time-History Analysis of Reinforced Concrete Frame Buildings." Thesis, Université d'Ottawa / University of Ottawa, 2012. http://hdl.handle.net/10393/20657.

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Time history-analyses of building structures have been used for a quite long time for research at universities. Considering the advantage of time-history analysis relative to the equivalent static force method, the National Building of Canada and other modern building codes around the world require the use of time-history analysis in the design of specified types of buildings located in seismic regions. One of the main issues in the use of time-history analysis is related to the selection and scaling of the seismic excitations (i.e., accelerograms) to be compatible with the design spectrum for

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Wan, Chi Kin. "Time history analysis and optimal drift design of multi-storey concrete building structures under seismic excitations /." View abstract or full-text, 2004. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202004%20WAN.

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Thesis (M. Phil.)--Hong Kong University of Science and Technology, 2004.<br>Includes bibliographical references (leaves 127-131). Also available in electronic version. Access restricted to campus users.

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Allahverdiyev, Rovshan. "Effects of beam configuration on dynamic properties and seismic performances of multi-storey frame building models." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2020.

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The present study aims at comparing the dynamic properties and seismic performances offered by reinforced concrete frame structures characterised by different beams distribution. Multi-storey regular frame buildings are considered as reference structures. Different models are then developed according to various layout of the beams (x-direction is the longitudinal direction, whilst y-direction is the transversal one): (1) beams placed along the x-direction at the odd storeys and placed along the y-direction at the even storeys; (2) beams placed along the y-direction at the odd storeys and plac

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ONeal, Ryan J. "Seismic and Well Log Attribute Analysis of the Jurassic Entrada/Curtis Interval Within the North Hill Creek 3D Seismic Survey, Uinta Basin, Utah, A Case History." BYU ScholarsArchive, 2007. https://scholarsarchive.byu.edu/etd/1025.

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3D seismic attribute analysis of the Jurassic Entrada/Curtis interval within the North Hill Creek (NHC) survey has been useful in delineating reservoir quality eolian-influenced dune complexes. Amplitude, average reflection strength and spectral decomposition appear to be most useful in locating reservoir quality dune complexes, outlining their geometry and possibly displaying lateral changes in thickness. Cross sectional views displaying toplap features likely indicate an unconformity between Entrada clinoforms below and Curtis planar beds above. This relationship may aid the explorationist i

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Taghinezhadbilondy, Ramin. "Extending Use of Simple for Dead Load and Continuous for Live Load (SDCL) Steel Bridge System to Seismic Areas." FIU Digital Commons, 2016. http://digitalcommons.fiu.edu/etd/2986.

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The steel bridge system referred to as Simple for Dead load and Continuous for Live load (SDCL) has gained popularity in non-seismic areas of the country. Accordingly, it results in many advantages including enhanced service life and lower inspection and maintenance costs as compared to conventional steel systems. To-date, no research studies have been carried out to evaluate the behavior of the SDCL steel bridge system in seismic areas. The main objective of this research was to extend the application of SDCL to seismic areas. The concept of the SDCL system was developed at the University of

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Al-Sadoon, Zaid. "Seismic Retrofitting of Conventional Reinforced Concrete Moment-Resisting Frames Using Buckling Restrained Braces." Thesis, Université d'Ottawa / University of Ottawa, 2016. http://hdl.handle.net/10393/34755.

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Reinforced concrete frame buildings designed and built prior to the enactment of modern seismic codes of the pre-1970’s era are considered seismically vulnerable, particularly when they are subjected to strong ground motions. It is the objective of this research to develop a new and innovative seismic retrofit technology for seismic upgrading of nonductile or limited ductility reinforced concrete frame buildings involving the implementation of buckling restrained braces. To achieve this objective, combined experimental and analytical research was conducted. The experimental research involved t

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Kayikci, Duygu y. "The Behavior of Moment Resisting Steel Frames Under Seismic Excitation with Variation of Geometric Dimensions of Architectural Setbacks." Scholarly Repository, 2011. http://scholarlyrepository.miami.edu/oa_dissertations/583.

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This study investigates seismic response of the Moment-Resisting-Steel Frames (MRSF) with the architectural setbacks. The main objective of the study is to understand the variation of the elastic and inelastic, static and dynamic behavior with changes in the geometric dimensions of the tower portion. A second objective of the study is to determine the adequacy of the analysis procedures of various rigors, specified in current seismic design provision, in predicting those behaviors for MRSF with various size of setback. The analytical study is conducted using a regular and 16 irregular model

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Books on the topic "Seismic time history analysis"

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Sewell, R. T. Ground motion input in seismic evaluation studies: Impacts of artificial time history input on in-structure demand spectra. Division of Engineering Technology, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1996.

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Yang, Changwei, Guotao Yang, Jianjing Zhang, and Hongsheng Ma. Three Dimensional Space-Time Analysis Theory of Geotechnical Seismic Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-3356-9.

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Varotsos, Panayiotis A. Natural Time Analysis: The New View of Time: Precursory Seismic Electric Signals, Earthquakes and other Complex Time Series. Springer-Verlag Berlin Heidelberg, 2011.

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Oonincx, P. J. Mathematical signal analysis: Wavelets, Wigner distributions and a seismic application. Centrum voor Wiskunde en Informatica, 2000.

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Klein, Judy L. Statistical visions in time: A history of time series analysis, 1662-1938. Cambridge University Press, 1997.

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Kragh, Andersen Per, and Keiding Niels, eds. Survival and event history analysis. Wiley, 2006.

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R, Martin J., and Wodak Ruth 1950-, eds. Re/reading the past: Critical and functional perspectives on time and value. John Benjamins Pub., 2003.

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Meuriot, Véronique. Une histoire des concepts des séries temporelles. Harmattan-Academia, 2012.

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Henry, Gee. In search of deep time: Beyond the fossil record to a new history of life. Cornell University Press, 1999.

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Nordic Seminar on Empirical Life History Analysis and Panel Studies (1987 Stockholm, Sweden). Nordic Seminar on Empirical Life History Analysis and Panel Studies: Stockholm, November 25 to 27, 1987. Nordisk statistisk sekretariat, 1988.

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Book chapters on the topic "Seismic time history analysis"

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Lagaros, Nikos D., Chara Ch Mitropoulou, and Manolis Papadrakakis. "Time History Seismic Analysis." In Encyclopedia of Earthquake Engineering. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36197-5_134-1.

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Lagaros, Nikos D., Chara Ch Mitropoulou, and Manolis Papadrakakis. "Time History Seismic Analysis." In Encyclopedia of Earthquake Engineering. Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-642-35344-4_134.

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Bui, Quoc-Bao, and Tan-Trung Bui. "Seismic behaviour of rammed earth walls: a time history analysis." In Lecture Notes in Civil Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-0802-8_19.

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Xiang, Y. Q., Y. G. Shen, C. F. Chao, and L. Deng. "Nonlinear seismic-response time-history analysis of submerged floating tunnels." In Bridge Maintenance, Safety, Management, Digitalization and Sustainability. CRC Press, 2024. http://dx.doi.org/10.1201/9781003483755-121.

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Baumann, Th, and J. Böhler. "Invited paper: Modal analysis versus time history analysis – concepts for the seismic design." In Finite Elements in Civil Engineering Applications. CRC Press, 2021. http://dx.doi.org/10.1201/9781003211365-51.

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Bysiec, Dominika, Adriana Janda, and Tomasz Maleska. "Response of Geodesic Domes on the Seismic Excitation with Time History Analysis." In Lecture Notes in Civil Engineering. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-26879-3_5.

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Xu, Bin, and Rui Pang. "Stochastic Dynamic Analysis of CFRD Considering Randomness of Ground Motion." In Hydroscience and Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-7198-1_3.

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AbstractWith the improvement in the efficiency and accuracy of finite element numerical calculations, the nonlinear time history analysis method has gradually become the mainstream seismic safety assessment approach in the field of earth-rock dam engineering.

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Penna, Andrea, Maria Rota, Alessandro Galasco, and Amaryllis Mouyiannou. "Towards the Use of Time-History Analysis for the Seismic Assessment of Masonry Structures." In Computational Methods in Applied Sciences. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-16130-3_4.

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Zhang, Jing-kun, Zhong-yang Yu, Hong-ru Zhang, and Ze Zhang. "A simplified time-history seismic analysis method for underground structures based on forced displacement." In Advances in Frontier Research on Engineering Structures Volume 2. CRC Press, 2023. http://dx.doi.org/10.1201/9781003363217-26.

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Fu, Yu, Jiuhuan Cheng, and Juan Su. "Seismic Responses Analysis of Suspended Ceiling Structure Attached to Large LNG Storage Tank." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4355-1_19.

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AbstractThe suspended ceiling (SC) of LNG storage tank on land is mainly composed of hanger rods, reinforcing rings, and aluminum panels. The hanger rods are prone to damage during earthquakes, which will affect the safe operation of the whole storage tank. In order to facilitate the study of the response of the SC under horizontal seismic shaking, the finite element models of the hanger rods with four different sections, including rectangular, circular, thin-walled circular tube, and groove shape, were established using the ABAQUS software. By inputting EL-Centro horizontal seismic waves, the

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Conference papers on the topic "Seismic time history analysis"

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Erkmen, Bulent. "Seismic Behaviour of Multistory Prefabricated Modular Steel Buildings in High Seismic Regions." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.1811.

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<p>Modular steel building systems provide effective solutions for temporary and permanent accommodation, particularly in critical situations such as post-earthquake scenarios. These systems address urgent needs for rapid construction while maintaining high-quality standards, making them essential in modern construction. By staggering multiple master modular units both horizontally and vertically, diverse architectural layouts are created to meet specific requirements. This study evaluates the seismic performance of a prototype five story modular building using 3D finite element analysis

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Jacob, Paul, and WIllaim Stewart. "Seismic Time History Response Analysis of Maleo Producer." In Offshore Technology Conference. Offshore Technology Conference, 2008. http://dx.doi.org/10.4043/19480-ms.

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Cook, Alan, John J. Empoliti, and John R. Storrin. "Case history: Analysis of a seismic time anomaly using seismic traveltime inversion." In SEG Technical Program Expanded Abstracts 1987. Society of Exploration Geophysicists, 1987. http://dx.doi.org/10.1190/1.1892084.

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Strzelczyk, Andrzej T. "Time History Broadening." In ASME 2011 Pressure Vessels and Piping Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/pvp2011-57063.

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Section 6.5.2 of N283.3-10 of the CSA Standard [1] describes analytical methods for seismic qualification of nuclear components. Clause 6.5.2.2 of this Section instructs how to prepare seismic input for the time history method, specifically it states: “Time-histories of support point motion (displacement, velocity, or acceleration) may be used as dynamic inputs to components. To take into account the effects of possible frequency variations of component and structure, the analysis shall be carried out using three different time-history excitations. These time-histories shall be obtained by var

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Li, Dali. "Seismic Time History Data Precision and Time Interval Requirement." In 2020 International Conference on Nuclear Engineering collocated with the ASME 2020 Power Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/icone2020-16594.

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Abstract This paper provides the seismic time history data precision and time interval requirement for seismic dynamic analysis. U.S.NRC SRP 3.7.1 “Seismic Design Parameters” Acceptance Criteria for Design Time Histories specifies the power spectral density Nyquist Frequency, time interval, and total duration; however, it does not have the requirement for Response Spectra. The response spectrum bandwidth is inverse-proportional to time interval of the time history. For the time interval of 0.005 seconds, the bandwidth for the response spectrum is between 0.194 Hz and 80.5 Hz; the PSD Nyquist f

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Spears, R. E., and S. R. Jensen. "Approach for Selection of Rayleigh Damping Parameters Used for Time History Analysis." In ASME 2009 Pressure Vessels and Piping Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/pvp2009-77257.

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Nonlinearities, whether geometric or material, need to be addressed in seismic analysis. One good analysis method that can address these nonlinearities is direct time integration with Rayleigh damping. Modal damping is the damping typically specified in seismic analysis Codes and Standards [1, 2]. Modal damping is constant for all frequencies where Rayleigh damping varies with frequency. An approach is proposed here for selection of Rayleigh damping coefficients to be used in seismic analyses that are consistent with given Modal damping. The approach uses the difference between the modal dampi

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Bu, Fan, and Caifu Qian. "Time-History Analysis of a Super-Large Storage Tank Under Seismic Excitation." In ASME 2013 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/pvp2013-97541.

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In this paper, two finite element models are established for a super-large storage tank with or without a floating roof on the medium level. Time-history analysis with consideration of fluid-solid coupling for the deformation of tank wall and medium sloshing during or after an earthquake is performed with the emphasis on the effects of the floating roof. It is found that the upper part of tank is more sensitive to the earthquake action than the lower part. The wind girders and the reinforcing rings play a big role in limiting the radial deformation of the upper part of the tank wall. The float

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Tola, Sinem, Joaquim Tinoco, José C. Matos, and Elişan Filiz Piroğlu. "Time history analysis of an existing structure in accordance with Turkish and European standards." In IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.1383.

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<p>Turkey is located on active seismic fault lines. Having this major issue makes the seismic performance analysis a critical step to decide the safety or whether demolishing or reinforcing is more efficient. In this study, a seismic analysis comparison is performed on an existing steel structure via SAP2000 software. The seismic analysis method is Linear Time History Analysis. A comparison of results attained from dynamic analysis is obtained for an existing steel structure serving as a garage in Istanbul, Turkey. The results are demonstrated using graphics where base shear forces as we

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Tola, Sinem, Joaquim Tinoco, José C. Matos, and Elişan Filiz Piroğlu. "Time history analysis of an existing structure in accordance with Turkish and European standards." In IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.1383.

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<p>Turkey is located on active seismic fault lines. Having this major issue makes the seismic performance analysis a critical step to decide the safety or whether demolishing or reinforcing is more efficient. In this study, a seismic analysis comparison is performed on an existing steel structure via SAP2000 software. The seismic analysis method is Linear Time History Analysis. A comparison of results attained from dynamic analysis is obtained for an existing steel structure serving as a garage in Istanbul, Turkey. The results are demonstrated using graphics where base shear forces as we

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Ono, Yohei, Michiya Sakai, Ryuya Shimazu, Fumio Inada, Ryo Morita, and Yuta Uchiyama. "Simplified Elastic-Plastic Analysis Method for Piping Systems Based on Linear Time History Analysis." In ASME 2022 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/pvp2022-81651.

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Abstract A design seismic motion for design of nuclear power plant have been increased in Japan since Tohoku earthquake in 2011. Consequently, piping systems under the design seismic motion are possibly deformed plastically. Elastic-plastic FEA (Finite Element Analysis) can evaluate elastic-plastic behavior accurately. However, it takes time and cost. In this research the simplified elastic-plastic analysis method has developed. This simplified elastic-plastic analysis method can calculate an equivalent stress and stress components with considering elastic-plastic deformation based on the ener

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Reports on the topic "Seismic time history analysis"

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Mangalathu, Sujith, Mehrdad Shokrabadi, and Henry Burton. Aftershock Seismic Vulnerability and Time-Dependent Risk Assessment of Bridges. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2019. http://dx.doi.org/10.55461/uuue2614.

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The time-dependent seismic risk of bridges is assessed while account accounting for the effect of aftershocks and the uncertainty in the damage state after a mainshock event. To achieve this, a Markov risk-assessment framework is adopted to account for the probabilistic transition of the bridge structure through different damage states and time-dependent aftershock hazard. The methodology is applied to three typical California bridge configurations that differ only based on their era of design and construction. Era 11, Era 22, and Era 33 designations are used for the three bridges, which are d

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Mosalam, Khalid, Issac Pang, and Selim Gunay. Towards Deep Learning-Based Structural Response Prediction and Ground Motion Reconstruction. Pacific Earthquake Engineering Research Center, 2025. https://doi.org/10.55461/ipos1888.

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This research presents a novel methodology that uses Temporal Convolutional Networks (TCNs), a state-of-the-art deep learning architecture, for predicting the time history of structural responses to seismic events. By leveraging accelerometer data from instrumented buildings, the proposed approach complements traditional structural analysis models, offering a computationally efficient alternative to nonlinear time history analysis. The methodology is validated across a broad spectrum of structural scenarios, including buildings with pronounced higher-mode effects and those exhibiting both line

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Hammad, Ali, and Mohamed Moustafa. Seismic Behavior of Special Concentric Braced Frames under Short- and Long-Duration Ground Motions. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2019. http://dx.doi.org/10.55461/zont9308.

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Over the past decade, several long-duration subduction earthquakes took place in different locations around the world, e.g., Chile in 2010, Japan in 2011, China in 2008, and Indonesia in 2004. Recent research has revealed that long-duration, large-magnitude earthquakes may occur along the Cascadia subduction zone of the Pacific Northwest Coast of the U.S. The duration of an earthquake often affects the response of structures. Current seismic design specifications mostly use response spectra to identify the hazard and do not consider duration effects. Thus, a comprehensive understanding of the

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Ko, Yu-Fu, and Jessica Gonzalez. Effects of Low-Cycle Fatigue Fracture of Longitudinal Reinforcing Steel Bars on the Seismic Performance of Reinforced Concrete Bridge Piers. Mineta Transportation Institute, 2024. http://dx.doi.org/10.31979/mti.2024.2328.

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Earthquakes, which can cause tremendous local stress and strain on infrastructure, can cause reinforced concrete (RC) bridges to collapse due to the concrete cracking and fracture of the steel reinforcement rebars. The fracture of longitudinal reinforcing steel due to low-cycle fatigue is one of the main causes of failure in RC structures under earthquake loading. The purpose of this research is to include the effects of low-cycle fatigue fracture of longitudinal reinforcing steel bars on the seismic performance of reinforced concrete bridge piers. To obtain a greater understanding of low-cycl

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Taylor, Oliver-Denzil, and Joseph Dunbar. Seismic analysis for Pohnpei Island, Federated States of Micronesia. Engineer Research and Development Center (U.S.), 2024. http://dx.doi.org/10.21079/11681/49432.

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The purpose of this study was to determine the seismic hazards that can affect Pohnpei Island and provide estimates of the ground motion parameters. The primary parameters are peak ground acceleration (PGA), pseudo-spectral acceleration (PSA), and velocity. These values were determined both probabilistically and deterministically to illustrate the overall seismic hazard to Pohnpei Island. A review was conducted of the technical literature to determine geologic studies that have been performed for characterization of the island’s volcanism, stratigraphy, and tectonism. This report is a desktop

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Lott, Emily. Investigating Time During Residential Program until Transition for Adjudicated Youth: A Mixed Methods Study using Event History Analysis with Follow-Up Interviews. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.6520.

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MACKEY, T. C. HANFORD DOUBLE SHELL TANK (DST) THERMAL & SEISMIC PROJECT ESTABLISHMENT OF METHODOLOGY FOR TIME DOMAIN SOIL STRUCTURE INTERACTION ANALYSIS OF HANFORD DST. Office of Scientific and Technical Information (OSTI), 2006. http://dx.doi.org/10.2172/878180.

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Yaremchuk, Olesya. TRAVEL ANTHROPOLOGY IN JOURNALISM: HISTORY AND PRACTICAL METHODS. Ivan Franko National University of Lviv, 2021. http://dx.doi.org/10.30970/vjo.2021.49.11069.

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Our study’s main object is travel anthropology, the branch of science that studies the history and nature of man, socio-cultural space, social relations, and structures by gathering information during short and long journeys. The publication aims to research the theoretical foundations and genesis of travel anthropology, outline its fundamental principles, and highlight interaction with related sciences. The article’s defining objectives are the analysis of the synthesis of fundamental research approaches in travel anthropology and their implementation in journalism. When we analyze what metho

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Mazzoni, Silvia, Nicholas Gregor, Linda Al Atik, Yousef Bozorgnia, David Welch, and Gregory Deierlein. Probabilistic Seismic Hazard Analysis and Selecting and Scaling of Ground-Motion Records (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/zjdn7385.

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This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER) and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that

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Todd, B. J., C. F. M. Lewis, and G. D. Hobson. Resurrection of 1967 single-channel seismic reflection data and isopach map of sediments in central and eastern Lake Erie, Ontario, Canada, and Ohio, Pennsylvania, and New York, U.S.A. Natural Resources Canada/CMSS/Information Management, 2023. http://dx.doi.org/10.4095/331498.

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In the Laurentian Great Lakes, the seismostratigraphy revealed by legacy seismic reflection profiles (i.e., analogue paper records) provides insight to the history of glaciation and deglaciation, sediment deposition and lake level history. Digital recovery and analysis of Great Lakes legacy seismic data is a cost-effective method to generate the offshore broad scale surfaces pertinent to the surficial framework geology layer required as input by three-dimensional stratigraphic studies. This Open File describes the digital recovery of 1566 km of recently discovered single channel seismic reflec

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