Relevant bibliographies by topics / Nonlinear site response analysis

Contents

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

Academic literature on the topic 'Nonlinear site response analysis'

Author: Grafiati
Published: 6 September 2023
Last updated: 26 July 2025

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Journal articles on the topic "Nonlinear site response analysis"

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Tsai, Chi-Chin, and Chun-Way Chen. "Comparison Study of One-Dimensional Site Response Analysis Methods." Earthquake Spectra 32, no. 2 (2016): 1075–95. http://dx.doi.org/10.1193/071514eqs110m.

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The ground responses computed via frequency domain (FD) equivalent linear (EQL) and time domain (TD) nonlinear (NL) methods can considerably differ because of the constitutional differences in numerical approaches, damping formulations, and modeling of nonlinear soil response. To systematically evaluate the TD-NL and FD-EQL approaches, this study performs TD-NL, TD-EQL, and FD-EQL site response analyses considering different input motions, intensities of input motions, depths of soil columns, and nonlinear properties. Results show that the differences in the site responses calculated by the tw
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Lu, Tao, Yu Lin Lu, and Jing Yan Huo. "1D Time-Domain Nonlinear Analysis of Site Response under Strong Motion." Applied Mechanics and Materials 94-96 (September 2011): 1833–37. http://dx.doi.org/10.4028/www.scientific.net/amm.94-96.1833.

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The Equivalent Linear Method is a common way used in earthquake engineering to analyze nonlinear site seismic response, but the response under strong motion is underestimated by the way. For analyzing nonlinear response more veritably, in the study, a time-domain nonlinear analysis method was proposed and used in a case for 1D seismic response analysis of soil layers under strong motion. The results obviously showed that, comparing with true nonlinear method, the Equivalent Linear Method underestimated in the case in natural period range of common civil engineering structures. The true nonline
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Larkin, Tam, and John Marsh. "Two dimensional nonlinear site response analyses." Bulletin of the New Zealand Society for Earthquake Engineering 25, no. 3 (1992): 222–29. http://dx.doi.org/10.5459/bnzsee.25.3.222-229.

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 This paper presents the results of computer studies of the seismic site response of two dimensional alluvial valleys with a variety of geometries and material properties. The alluvial material is modelled as a nonlinear hysteretic solid and results are presented to illustrate the effect of material nonlinearity on surface ground response. Comparative studies with one dimensional analyses are presented and conclusions drawn as to ground conditions that are appropriate to one dimensional site analyses.
 
 
 
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Pyke, Robert. "The benefits of site-specific nonlinear site response analyses." Japanese Geotechnical Society Special Publication 10, no. 28 (2024): 1041–46. http://dx.doi.org/10.3208/jgssp.v10.os-17-03.

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Tran, Ngoc-Long, Muhammad Aaqib, Ba-Phu Nguyen, Duy-Duan Nguyen, Viet-Linh Tran, and Van-Quang Nguyen. "Evaluation of Seismic Site Amplification Using 1D Site Response Analyses at Ba Dinh Square Area, Vietnam." Advances in Civil Engineering 2021 (August 28, 2021): 1–11. http://dx.doi.org/10.1155/2021/3919281.

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This study presents a case study on ground response analysis of one of the important cultural heritages in Hanoi, Vietnam. One-dimensional nonlinear and equivalent linear site response analyses which are commonly applied to solve the problem of seismic stress wave propagation are performed at the Ba Dinh square area. A measured in-situ shear wave velocity profile and corresponding geotechnical site investigation and laboratory test data are utilized to develop the site model for site-specific ground response analysis. A suite of earthquake records compatible with Vietnamese Design Code TCVN 93
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Su, Jie, Zhenghua Zhou, You Zhou, et al. "The Characteristics of Seismic Response on Hard Interlayer Sites." Advances in Civil Engineering 2020 (June 25, 2020): 1–11. http://dx.doi.org/10.1155/2020/1425969.

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Based on the engineering geological data of a nuclear power plant site, nine engineering geological profiles were created with hard interlayers of different thicknesses. The equivalent linearization method of seismic motion segment-input used for one-dimensional nonlinear seismic response analysis was applied to study the effect of the interlayer thickness on the peak acceleration and the acceleration response spectra of the site seismic response. The results showed that there was an obvious influence of hard interlayer thickness on site seismic responses. With the increase of hard interlayer
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Chen, Guoxing, Dandan Jin, Jiao Zhu, Jian Shi, and Xiaojun Li. "Nonlinear Analysis on Seismic Site Response of Fuzhou Basin, China." Bulletin of the Seismological Society of America 105, no. 2A (2015): 928–49. http://dx.doi.org/10.1785/0120140085.

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PARK, DUHEE, and YOUSSEF M. A. HASHASH. "SOIL DAMPING FORMULATION IN NONLINEAR TIME DOMAIN SITE RESPONSE ANALYSIS." Journal of Earthquake Engineering 8, no. 2 (2004): 249–74. http://dx.doi.org/10.1080/13632460409350489.

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Arslan, Haydar, and Bilge Siyahi. "A comparative study on linear and nonlinear site response analysis." Environmental Geology 50, no. 8 (2006): 1193–200. http://dx.doi.org/10.1007/s00254-006-0291-4.

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Tian, Li, Yanming Wang, Zhenhua Yi, and Hui Qian. "A Parametric Study of Nonlinear Seismic Response Analysis of Transmission Line Structures." Scientific World Journal 2014 (2014): 1–9. http://dx.doi.org/10.1155/2014/271586.

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A parametric study of nonlinear seismic response analysis of transmission line structures subjected to earthquake loading is studied in this paper. The transmission lines are modeled by cable element which accounts for the nonlinearity of the cable based on a real project. Nonuniform ground motions are generated using a stochastic approach based on random vibration analysis. The effects of multicomponent ground motions, correlations among multicomponent ground motions, wave travel, coherency loss, and local site on the responses of the cables are investigated using nonlinear time history analy
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Dissertations / Theses on the topic "Nonlinear site response analysis"

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Jeong, Seokho. "Topographic amplification of seismic motion including nonlinear response." Diss., Georgia Institute of Technology, 2013. http://hdl.handle.net/1853/50325.

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Topography effects, the modification of seismic motion by topographic features, have been long recognized to play a key role in elevating seismic risk. Site response, the modification of ground motion by near surface soft soils, has been also shown to strongly affect the amplitude, frequency and duration of seismic motion. Both topography effects and 1-D site response have been extensively studied through field observations, small-scale and field experiments, analytical models and numerical simulations, but each one has been studied independently of the other: studies on topography effects are
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Eshun, Kow Okyere. "Quantification of the Effects of Soil Uncertainties on Nonlinear Site Response Analysis: Brute Force Monte Carlo Approach." University of Akron / OhioLINK, 2013. http://rave.ohiolink.edu/etdc/view?acc_num=akron1367510751.

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Schaedlich, Mirko. "Nonlinear transient structural response analysis." Thesis, University of Southampton, 2007. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.438667.

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Karbassi, A. A. "Nonlinear response analysis of guyed masts." Thesis, University of Westminster, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.376451.

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Lessi, Cheimariou Angeliki. "Optimal treatment of nonlinear site response through a set of novel methodologies." Thesis, Imperial College London, 2014. http://hdl.handle.net/10044/1/30818.

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Different methods of analysis, such as site-specific site response analysis or the use of ground-motion prediction equations can be adopted to account for the modification of the seismic ground-motion by the near-surface stratigraphy. Each approach is associated with a different degree of complexity and associated computational and temporal cost. This thesis identifies the main limitations of these methods as broadly employed in both academia and industry and suggests a new set of methodologies for their application. In the first part of the thesis ground-motion prediction equations and their
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Wu, Chunquan. "Fault zone damage, nonlinear site response, and dynamic triggering associated with seismic waves." Diss., Georgia Institute of Technology, 2011. http://hdl.handle.net/1853/41143.

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My dissertation focuses primarily on the following three aspects associated with passing seismic waves in the field of earthquake seismology: temporal changes of fault zone properties, nonlinear site response, and dynamic triggering. Quantifying the temporal changes of material properties within and around active fault zones (FZ) is important for better understanding of rock rheology and estimating the strong ground motion that can be generated by large earthquakes. As high-amplitude seismic waves propagate through damaged FZ rocks and/or shallow surface layers, they may produce additional dam
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Ferreira, Janito Vaqueiro. "Dynamic response analysis of structures with nonlinear components." Thesis, Imperial College London, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.299871.

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Kasinos, Stavros. "Seismic response analysis of linear and nonlinear secondary structures." Thesis, Loughborough University, 2018. https://dspace.lboro.ac.uk/2134/33728.

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Understanding the complex dynamics that underpin the response of structures in the occurrence of earthquakes is of paramount importance in ensuring community resilience. The operational continuity of structures is influenced by the performance of nonstructural components, also known as secondary structures. Inherent vulnerability characteristics, nonlinearities and uncertainties in their properties or in the excitation pose challenges that render their response determination as a non-straightforward task. This dissertation settles in the context of mathematical modelling and response quantific
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Mahmoodi, Seyed Nima. "Nonlinear vibration and frequency response analysis of nanomechanical cantilever beams." Connect to this title online, 2007. http://etd.lib.clemson.edu/documents/1193080354/.

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Sweitzer, Karl Albert. "Random vibration response statistics for fatigue analysis of nonlinear structures." Thesis, University of Southampton, 2006. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.427343.

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Books on the topic "Nonlinear site response analysis"

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Potter, Simon M. Nonlinear impulse response functions. Federal Reserve Bank of New York, 1999.

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Canada. Dept. of Fisheries and Oceans. User's Guide to Nonlinear Response Surface Analysis Software: Part 2: Plotting Response Surface Contours. s.n, 1987.

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Ashland, Francis X. Site-response characterization for implementing Shakemap in northern Utah. Utah Geological Survey, 2001.

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F, Knight Norman, and United States. National Aeronautics and Space Administration., eds. Nonlinear structural response using adaptive dynamic relaxation on a massively-parallel-processing system. National Aeronautics and Space Administration, 1994.

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Ng, Chung Fai. Design guide for predicting nonlinear random response (including snap-through) of buckled plates. National Aeronautics and Space Administration, Langley Research Center, 1989.

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R, Mathison Steven, and United States. National Aeronautics and Space Administration, eds. Nonlinear analysis for the response and failure of compression-loaded angle-ply laminates with a hole. National Aeronautics and Space Administration, 1987.

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R, Srivastava, Mehmed O, and NASA Glenn Research Center, eds. Flutter and forced response analyses of cascades using a two-dimensional linearized Euler solver. National Aeronautics and Space Administration, Glenn Research Center, 1999.

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Champlain, Andre F. De. An overview of nonlinear factor analysis and its relationship to item response theory / Andre ́F. De Champlain. Law School Admission Council, 1999.

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Petromichelakis, Ioannis. Path integral techniques and Gröbner basis approaches for stochastic response analysis and optimization of diverse nonlinear dynamic systems. [publisher not identified], 2020.

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Air Force Center for Environmental Excellence (U.S.). Analysis of SD-5 south plume response alternatives: A fact sheet providing information on potential cleanup alternatives for one of the plumes emanating from the MMR. Air Force Center for Environmental Excellence, 1997.

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Book chapters on the topic "Nonlinear site response analysis"

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Das, Rima, Rajib Saha, and Rajat Debnath. "Assessment of Local Seismic Hazard of Agartala Based on Nonlinear Site Response Analysis." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-3383-6_27.

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Veena, U., Naveen James, and T. G. Sitharam. "Ground Response Analysis of a Nuclear Power Plant Site in Southern India: A Nonlinear Approach." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6233-4_31.

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Ichimura, Tsuyoshi, Kohei Fujita, and Muneo Hori. "Nonlinear Seismic Ground Response Analysis of Local Site Effects with Three-Dimensional High-Fidelity Model." In Encyclopedia of Earthquake Engineering. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-36197-5_60-1.

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Ichimura, Tsuyoshi, Kohei Fujita, and Muneo Hori. "Nonlinear Seismic Ground Response Analysis of Local Site Effects with Three-Dimensional High-Fidelity Model." In Encyclopedia of Earthquake Engineering. Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-642-35344-4_60.

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Karaağaçlı, Taylan, and H. Nevzat Özgüven. "Experimental Modal Analysis of Geometrically Nonlinear Structures by Using Response-Controlled Stepped-Sine Testing." In Nonlinear Structures & Systems, Volume 1. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-77135-5_15.

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Karaağaçlı, Taylan, and H. Nevzat Özgüven. "Experimental Modal Analysis of Structures with High Nonlinear Damping by Using Response-Controlled Stepped-Sine Testing." In Nonlinear Structures & Systems, Volume 1. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-36999-5_17.

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Sdeghzadeh, Shima, Atilla Ansal, and Cristoforo Demartino. "A Case Study on Nonlinear and Equivalent Linear Behavior of Site Response Analysis Using OpenSees, Plaxis3D and Deepsoil." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-90690-9_18.

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Song, Zhiyu, Yafei Zhai, and Guangkun Liu. "Analysis of Dynamic Response Characteristics of Towering Intake Towers Under the Action of Main-Aftershock Sequences." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-9184-2_22.

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AbstractAfter a strong earthquake occurs, it can cause a certain degree of damage to the structure, and the strong aftershock effect can cause secondary damage to the already damaged structure. In this study, taking a actual project of intake tower in the district of western strong earthquake as an example, the acoustic unit is used to simulate the dynamic effect of reservoir water on the tower body, and the overall nonlinear model of the water-intake tower-foundation is established. Combined with the site and seismic motion characteristics of the engineering area, the seismic motion sequence
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Erdik, Mustafa. "Site Response Analysis." In Strong Ground Motion Seismology. Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-017-3095-2_17.

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Ritz, Christian, Signe Marie Jensen, Daniel Gerhard, and Jens Carl Streibig. "Hierarchical nonlinear models." In Dose-Response Analysis Using R. Chapman and Hall/CRC, 2019. http://dx.doi.org/10.1201/b21966-7.

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Conference papers on the topic "Nonlinear site response analysis"

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Fang, Eugene, Jessica Zhang, Anisur Rahman, Jim Lua, and Nam Phan. "A Multiscale Bondline Damage Characterization and Hybrid Analysis Approach for Adhesively Bonded Composite Structures." In Vertical Flight Society 71st Annual Forum & Technology Display. The Vertical Flight Society, 2015. http://dx.doi.org/10.4050/f-0071-2015-10261.

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Adhesively bonded composite structures have been used extensively in both DoD and commercial industries. Despite many attractive features of a bonded composite structure, integrity and durability of adhesively bonded composite structures are the primary concerns due to their known sensitivity to environmental conditions and the presence of bondline defects associated with the fabrication and processing of a bonded composite structure. In order to reduce the testing matrix in characterization of properties of a bondline for the residual strength and life prediction of its bonded composite struc
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Guoxing, Chen, Jin Dandan, Gao Hongmei, and Zhu Jiao. "NONLINEAR ANALYSIS ON SEISMIC RESPONSE OF A MULTI-GEOMORPHIC COMPOSITE SITE." In 5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2015. http://dx.doi.org/10.7712/120115.3573.526.

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Sett, Kallol, Kow Eshun, You Chen Chao, and Boris Jeremić. "Effect of Uncertain Spatial Variability of Soils on Nonlinear Seismic Site Response Analysis." In GeoCongress 2012. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412121.292.

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Mirshekari, M., and M. Ghayoomi. "Simplified Equivalent Linear and Nonlinear Site Response Analysis of Partially Saturated Soil Layers." In IFCEE 2015. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479087.197.

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Fattahi, Seyed Javad, Yaser Jafarian, Maria Konstadinou, et al. "MODEL CALIBRATION AND NONLINEAR SITE RESPONSE ANALYSIS FOR MEDIUM COMPACTED SATURATED VOLCANIC SAND." In 9th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research National Technical University of Athens, 2023. http://dx.doi.org/10.7712/120123.10711.21246.

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Bhuiyan, M., N. Ravichandran, R. Andrus, and S. Aboye. "Comparison of Nonlinear One- and Two-Dimensional Site Response Analysis Tools for Charleston, SC." In Geo-Congress 2013. American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412787.125.

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Aaqib, Muhammad. "Site amplification using 1D seismic site response analysis in Islamabad: An application of building code of Pakistan 2021." In Civil and Environmental Engineering for Resilient, Smart and Sustainable Solutions. Materials Research Forum LLC, 2025. https://doi.org/10.21741/9781644903414-8.

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Abstract. This study investigates the site amplification factors in Islamabad, Pakistan, as per seismic regulations of a newly enacted Building Code of Pakistan (BCP, 2021). Using a series of 1D non-linear site response analyses, the study evaluates these factors for the Islamabad region. Nineteen representative profiles were selected from a dataset of 125 site profiles, classified according to the Code. The representative profiles were subjected to a combination of thirteen ground motions that are compatible with site class B of the BCP, 2021, and 1D nonlinear seismic site response analyses w
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İçen, Abdullah. "Effect of pulse-like ground-motions recorded during the Kahramanmaraş-Pazarcık earthquake on nonlinear site response analysis." In 3rd International Civil Engineering and Architecture Conference. Golden Light Publishing, 2023. http://dx.doi.org/10.31462/icearc.2023.geo638.

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Mazzoni, Silvia, Kamalpreet Kalsi, Mark Sinclair, and Mahmoud Hachem. "Implementation of Site-Specific Seismic Hazard Analysis and Ground Motion Selection and Modification for Use in Nonlinear Response History Analysis." In Structures Congress 2012. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412367.149.

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Phillips, Camilo, and Youssef M. A. Hashash. "A Simplified Constitutive Model to Simultaneously Match Modulus Reduction and Damping Soil Curves for Nonlinear Site Response Analysis." In Geotechnical Earthquake Engineering and Soil Dynamics Congress IV. American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40975(318)9.

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Reports on the topic "Nonlinear site response analysis"

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Stewart, Jonathan, Grace Parker, Joseph Harmon, et al. Expert Panel Recommendations for Ergodic Site Amplification in Central and Eastern North America. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2017. http://dx.doi.org/10.55461/tzsy8988.

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The U.S. Geological Survey (USGS) national seismic hazard maps have historically been produced for a reference site condition of VS30 = 760 m/sec (where VS30 is time averaged shear wave velocity in the upper 30 m of the site). The resulting ground motions are modified for five site classes (A-E) using site amplification factors for peak acceleration and ranges of short- and long-oscillator periods. As a result of Project 17 recommendations, this practice is being revised: (1) maps will be produced for a range of site conditions (as represented by VS30 ) instead of a single reference condition;
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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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Stuedlein, Armin, Ali Dadashiserej, and Amalesh Jana. Models for the Cyclic Resistance of Silts and Evaluation of Cyclic Failure during Subduction Zone Earthquakes. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2023. http://dx.doi.org/10.55461/zkvv5271.

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This report describes several advances in the cyclic failure assessment of silt soils with immediate and practical benefit to the geotechnical earthquake engineering profession. First, a database of cyclic loading test data is assembled, evaluated, and used to assess trends in the curvature of the CRR-N (cyclic resistance ratio - the number of equivalent cycles) relationship. This effort culminated in a plasticity index-dependent function which can be used to estimate the exponent b in the power law describing cyclic resistance, and may be used to estimate the cyclic resistance of silt soils a
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Akai, Keigo, Junzo Tamari, Bong Soo Kim, Sang Heon Song, and Jin Hong Kim. Nonlinear Frequency Response Analysis of Vehicle Ride Comfort Characteristics. SAE International, 2005. http://dx.doi.org/10.4271/2005-08-0016.

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Stewart, Stephen E., and P. A. Cox. Nonlinear Dynamic Response Analysis of 115 mm Chemical Rocket Packing Impacts. Defense Technical Information Center, 1985. http://dx.doi.org/10.21236/ada190702.

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Ahmed, S. B., R. J. Hunt, and W. E. III Manrod. Y-12 site-specific earthquake response analysis and soil liquefaction assessment. Office of Scientific and Technical Information (OSTI), 1995. http://dx.doi.org/10.2172/164919.

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Hutchings, L., and L. Furrey. Analysis of Site Response at U1A Hole at the Nevada Test Site From Weak Motion Readings. Office of Scientific and Technical Information (OSTI), 2002. http://dx.doi.org/10.2172/15002159.

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Wu, Yingjie, Selim Gunay, and Khalid Mosalam. Hybrid Simulations for the Seismic Evaluation of Resilient Highway Bridge Systems. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/ytgv8834.

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Bridges often serve as key links in local and national transportation networks. Bridge closures can result in severe costs, not only in the form of repair or replacement, but also in the form of economic losses related to medium- and long-term interruption of businesses and disruption to surrounding communities. In addition, continuous functionality of bridges is very important after any seismic event for emergency response and recovery purposes. Considering the importance of these structures, the associated structural design philosophy is shifting from collapse prevention to maintaining funct
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Zareian, Farzin, and Joel Lanning. Development of Testing Protocol for Cripple Wall Components (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/olpv6741.

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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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Sykora, D. W., and J. J. Davis. Site-specific earthquake response analysis for Paducah Gaseous Diffusion Plant, Paducah, Kentucky. Final report. Office of Scientific and Technical Information (OSTI), 1993. http://dx.doi.org/10.2172/10180225.

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