Relevant bibliographies by topics / Structural Motion

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Academic literature on the topic 'Structural Motion'

Author: Grafiati

Published: 7 June 2025

Last updated: 2 August 2025

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Journal articles on the topic "Structural Motion"

Tsuji, Toshio, Yusuke Ishida, Koji Ito, Mitsuo Nagamachi, and Tatsuo Nishino. "Motor Schema Model Learned by Structural Neural Networks." Journal of Robotics and Mechatronics 2, no. 4 (1990): 258–65. http://dx.doi.org/10.20965/jrm.1990.p0258.

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Human beings remember plans concerning typical motions which occur frequently as schema, and by selecting suitable schema depending on conditions, generate muscular motion almost unconsciously. Though a motor schema represents typical motions, it is equipped with superior plan structure taking into consideration the concurrency and seriality of motions as seen in grasping actions and walking motions, and the structure of plans can be acquired by learning. In this paper, a study is made of the modeling of such motor schema with the use of neural networks. For this purpose, the neural network is

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Lee, Byungseok, Donghwe Lee, and Seongah Chin. "Structural Motion Grammar for Universal Use of Leap Motion: Amusement and Functional Contents Focused." Journal of Sensors 2018 (2018): 1–15. http://dx.doi.org/10.1155/2018/6073786.

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Motions using Leap Motion controller are not standardized while the use of it is spreading in media contents. Each content defines its own motions, thereby creating confusion for users. Therefore, to alleviate user inconvenience, this study categorized the commonly used motion by Amusement and Functional Contents and defined the Structural Motion Grammar that can be universally used based on the classification. To this end, the Motion Lexicon was defined, which is a fundamental motion vocabulary, and an algorithm that enables real-time recognition of Structural Motion Grammar was developed. Mo

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Singh, Jogeshwar P. "Earthquake Ground Motions: Implications for Designing Structures and Reconciling Structural Damage." Earthquake Spectra 1, no. 2 (1985): 239–70. http://dx.doi.org/10.1193/1.1585264.

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Until recently, characteristics of strong ground motion resulting from different soil conditions were considered the dominant factor in developing design ground motions and reconciling observed damage. Interpretation of recent recordings of earthquakes by strong motion instrument arrays installed in California and Taiwan show that basic characteristics of strong motion are greatly influenced by the seismological and geological conditions. For a given soil condition, the characteristics of strong ground motion (peak ground acceleration, peak ground velocity, peak ground displacement, duration,

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Hershenson, Maurice. "Structural Constraints: Further Evidence from Apparent Motion in Depth." Perception 22, no. 3 (1993): 323–34. http://dx.doi.org/10.1068/p220323.

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The three-dimensional (3-D) apparent motion of lines, outline triangles, and light points was studied in four experiments. The stimulus sequences were beginning and end patterns of 3-D motions of a line and a triangle. Light-point patterns corresponded to the ends of the lines and the vertices of the triangles. Perceived motion of lines and light-point pairs resembled the distal motions that were used to construct the proximal patterns. The correspondence was striking for configurations that appeared to move in depth. Outline triangles and light-point triplets produced a strong correspondence

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Zhang, Dashan, Andong Zhu, Wenhui Hou, Lu Liu, and Yuwei Wang. "Vision-Based Structural Modal Identification Using Hybrid Motion Magnification." Sensors 22, no. 23 (2022): 9287. http://dx.doi.org/10.3390/s22239287.

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As a promising alternative to conventional contact sensors, vision-based technologies for a structural dynamic response measurement and health monitoring have attracted much attention from the research community. Among these technologies, Eulerian video magnification has a unique capability of analyzing modal responses and visualizing modal shapes. To reduce the noise interference and improve the quality and stability of the modal shape visualization, this study proposes a hybrid motion magnification framework that combines linear and phase-based motion processing. Based on the assumption that

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Ventura, Carlos E., W. D. Liam Finn, and Norman D. Schuster. "Seismic response of instrumented structures during the 1994 Northridge, California, earthquake." Canadian Journal of Civil Engineering 22, no. 2 (1995): 316–37. http://dx.doi.org/10.1139/l95-045.

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This paper presents an overview of strong motion records obtained from instrumented structures during the 1994 Northridge earthquake. It describes the behaviour of buildings, bridges, and dams that have been instrumented by the major strong motion instrumentation networks operating in California and highlights important features of the most significant structural motions recorded during the earthquake. The structural damage observed during a reconnaissance visit to the affected areas by the earthquake is correlated with preliminary analyses of the recorded motions. Detailed discussions of the

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Li, Bo, Qinghui Lai, Endong Guo, Chenxi Mao, and Xiaofei Li. "Determining the Optimal Scalar Intensity Measure of Floor Communication Towers." Shock and Vibration 2022 (February 23, 2022): 1–12. http://dx.doi.org/10.1155/2022/6347334.

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Various structural types and ground motion characteristics lead to distinct intensity measures of structural seismic performance. For the lattice high-rise steel structure of communication towers, determining the intensity measures to adjust ground motion is critical. Additionally, a crucial problem is whether the ground motion intensity parameters of pulse-like ground motion and ordinary ground motion are consistent. In this study, a standard floor four-leg angle steeled communication tower was considered the study object, and 50 pulse-like ground motions and 50 ordinary ground motions were i

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Yao, Yinyin, Wenge Wu, Ruiqin Li, and Yaohong Zhao. "Parasitic Motions of 3-PRS Parallel Mechanisms with Two Different Branch Chain Arrangements." Applied Sciences 13, no. 9 (2023): 5425. http://dx.doi.org/10.3390/app13095425.

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The kinematics of 3-PRS parallel mechanisms (PMs), an important category of 2R1T PMs, is very important for the motion control and error compensation of PMs. In order to produce a spindle head that could meet the requirements of various machining accuracy levels, a definite kinematics analysis of the PMs par should be taken with caution firstly. Here, the mathematical models of two 3-PRS PMs with different branch chain arrangements were established using the Euler angle. The kinematic equations of two 3-PRS PMs were obtained by establishing the closed-vector loop equation according to structur

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Wang, Ying, Enrique Villalobos, Santiago Pujol, et al. "On the Seismic Response of the Faculty of Architecture and Engineering Building at Tohoku University." Earthquake Spectra 32, no. 1 (2016): 523–45. http://dx.doi.org/10.1193/053013eqs139m.

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The Faculty of Architecture and Engineering Building at Tohoku University survived two strong ground motions. This is not surprising because the structure was stiff and strong. What is surprising is that the first ground motion did not cause severe structural damage but the second one caused so much structural damage that the building had to be evacuated and demolished. The damage occurred despite two key facts: (1) the intensities of the mentioned ground motions are understood to have been similar and (2) the building was strengthened after the first motion (and before the second) following s

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Zhou, Yundong, Yongxin Wu, Ziheng Shangguan, and Zhanbin Wang. "Effects of Spatially Varying Seismic Ground Motions and Incident Angles on Behavior of Long Tunnels." Advances in Civil Engineering 2018 (June 11, 2018): 1–6. http://dx.doi.org/10.1155/2018/8195396.

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Seismic behavior of long circle tunnels is significantly influenced by the nature of input motion. This study, based on the 3D finite-element method (FEM), evaluates the effects of spatially varying seismic ground motions and uniform input seismic ground motions and their incident angles on the diameter strain rate and tensive/compressive principal stresses under different strata. It is found that (1) the spatially varying seismic ground motions induced larger diameter strain rate (radially deformation) than the uniform input seismic motion, (2) the spatially varying seismic ground motions had

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Dissertations / Theses on the topic "Structural Motion"

Hadjiharitou, Dimitris. "Improving estimates of structural seismic motion." Thesis, Massachusetts Institute of Technology, 2013. http://hdl.handle.net/1721.1/82815.

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Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2013. Cataloged from PDF version of thesis. Includes bibliographical references (p. 67-68). A critical field in civil engineering is the evaluation of structural damage after severe earthquakes. Seismic events are taken into serious consideration in areas of the world such as California and countries adjacent to the Mediterranean. After these events, structural engineers are called to evaluate structural damage and to enhance the structure's future capabilities and serviceability. Du

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Filipovic̄, Kleiner Luna. "Verbs in motion expressions : structural perspectives." Thesis, University of Cambridge, 2003. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.619722.

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Piolatto, Alex Joseph. "Structural Response Including Vertical Component of Ground Motion." OpenSIUC, 2009. https://opensiuc.lib.siu.edu/theses/112.

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Evidence indicates that the vertical component of ground motion is more significant than previously thought, especially for near fault events. However, many design codes do not reflect the importance of the vertical component of ground motion. Therefore, the purpose of this thesis is to determine what effects the vertical component of ground motion has on a structure by way of comparison. Specifically, structural response due to the lateral components of ground acceleration is compared to structural response due to all three components of ground acceleration. Structural response includes t

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Ramanathan, Suresh. "Dynamics characterization of highly flexible beams using a 3D motion analysis system /." free to MU campus, to others for purchase, 2004. http://wwwlib.umi.com/cr/mo/fullcit?p1426096.

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Piolatto, Alex. "Structural response including vertical component of ground motion /." Available to subscribers only, 2009. http://proquest.umi.com/pqdweb?did=1966541941&sid=4&Fmt=2&clientId=1509&RQT=309&VName=PQD.

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Raunio, Magnus. "Periodic Motion Extraction Using Harmonic Regression and Structural Parameterization." Thesis, KTH, Skolan för datavetenskap och kommunikation (CSC), 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-154886.

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The work of this thesis focuses on how to construct a smooth and periodic motion from motion capture data of a motion with a periodic structure, such as walk cycles. To identify periodic structures in the motion capture data we rely on previously developed methods from algebraic topology to project each frame of the motion capture data onto a circle. This gives us a description of how the periodic motion looks structurally. To construct a typical periodic motion from this projection we propose a harmonic regression model on the positional joint rotations. To prevent overfitting of the regressi

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Chase, Robert Edward. "Structural Response and Risk Considering Regional Ground Motion Characteristics." Thesis, University of Colorado at Boulder, 2019. http://pqdtopen.proquest.com/#viewpdf?dispub=10981024.

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Regions of the U.S. have different tectonic environments and, correspondingly, seismic ground motion characteristics can vary significantly across the country. Structures’ seismic risk depends greatly on these characteristics, which can significantly influence structural seismic response. Current seismic design procedures and many typical assessments only consider ground motion intensity at a structure’s fundamental period, and not motion characteristics like frequency content and ground motion duration. This dissertation explores the relationships between regional ground motio

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Simpson, Keith Andrew. "Attenuation of strong ground-motion incorporating near-surface foundation conditions." Thesis, Imperial College London, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.243905.

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Han, Wu M. Eng Massachusetts Institute of Technology. "Effect of ground motion frequency on non-structural seismic damage." Thesis, Massachusetts Institute of Technology, 2015. http://hdl.handle.net/1721.1/99622.

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Thesis: M. Eng., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2015. Cataloged from PDF version of thesis. Includes bibliographical references (page 88). The need for economic consideration in structural design triggered the emergence of performance-based design to minimize material waste while achieving better performance. The displacement measurements of structures are significant to structural damage evaluation, and most seismic design methods consider the effect of peak ground acceleration, while the frequency content of seismic activiti

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Carroll, Brittany. "Caught In Motion: Structural Studies Of Nucleic Acid Repair Enzymes." ScholarWorks @ UVM, 2019. https://scholarworks.uvm.edu/graddis/1160.

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Cells synthesize proteins, the molecular instruments of all cellular processes, via intermediate biomolecules that are susceptible to damage at every step. Known as the central dogma of molecular biology, genes encoded in deoxyribonucleic acid (DNA) are transcribed, spliced, and matured into messenger ribonucleic acid (mRNA). These nucleic acids direct protein synthesis by the pairing of nucleotide triplets with transfer RNA (tRNA). tRNAs concomitantly decode the so-called codon, as they escort the correct amino acid to the ribosome for extension of the nascent polypeptide chain. Damage to any

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Books on the topic "Structural Motion"

Connor, Jerome, and Simon Laflamme. Structural Motion Engineering. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-06281-5.

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1974-, Chen Yan, ed. Motion structures: Deployable structural assemblies of mechanisms. Spon Press, 2011.

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Connor, J. J. Introduction to motion based design. Computational Mechanics Publications, 1996.

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George C. Marshall Space Flight Center., ed. Component response to random vibratory motion of the carrier vehicle. National Aeronautics and Space Administration, George C. Marshall Space Flight Center, 1987.

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Ebeling, Robert M. Accuracy of response of single-degree-of-freedom systems to ground motion. U.S. Army Engineer Waterways Experiment Station, 1997.

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S, Cakmak A., and International Conference on Soil Dynamics and Earthquake Engineering (3rd : 1987 : Princeton University), eds. Ground motion and engineering seismology. Elsevier, 1987.

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United States. National Aeronautics and Space Administration., ed. High speed, precision motion strategies for lightweight structures. National Aeronautics and Space Administration, 1987.

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Antonelli, Gianluca. Underwater robots: Motion and force control of vehicle-manipulator systems. Springer, 2003.

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service), SpringerLink (Online, ed. Structural Synthesis of Parallel Robots: Part 3: Topologies with Planar Motion of the Moving Platform. Springer Science+Business Media B.V., 2010.

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M-T, Yang, and United States. National Aeronautics and Space Administration., eds. Modeling the effect of shroud contact and friction dampers on the mistuned response of turbopumps. National Aeronautics and Space Administration, 1994.

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Book chapters on the topic "Structural Motion"

Connor, Jerome, and Simon Laflamme. "Structural Control Dynamics." In Structural Motion Engineering. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-06281-5_8.

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Connor, Jerome, and Simon Laflamme. "Introduction." In Structural Motion Engineering. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-06281-5_1.

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Connor, Jerome, and Simon Laflamme. "Advanced Control Theory." In Structural Motion Engineering. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-06281-5_10.

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Connor, Jerome, and Simon Laflamme. "Optimal Stiffness Distribution: Static Loading." In Structural Motion Engineering. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-06281-5_2.

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Connor, Jerome, and Simon Laflamme. "Optimal Stiffness/Damping for Dynamic Loading." In Structural Motion Engineering. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-06281-5_3.

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Connor, Jerome, and Simon Laflamme. "Optimal Passive Damping Distribution." In Structural Motion Engineering. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-06281-5_4.

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Connor, Jerome, and Simon Laflamme. "Tuned Mass Damper Systems." In Structural Motion Engineering. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-06281-5_5.

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Connor, Jerome, and Simon Laflamme. "Base Isolation Systems." In Structural Motion Engineering. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-06281-5_6.

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Connor, Jerome, and Simon Laflamme. "Applications of Active Control." In Structural Motion Engineering. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-06281-5_7.

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Connor, Jerome, and Simon Laflamme. "Linear Control." In Structural Motion Engineering. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-06281-5_9.

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Conference papers on the topic "Structural Motion"

Lee, Du-Ho, Youn-Ju Jeong, Young-Jun You, and Min-Su Park. "Structural Performance of the Optimum Floating Structure for Reduced Motion." In ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/omae2013-10697.

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In order to design a reliable floating structure, the hydrodynamic motion and structural performance under wave loadings should be reduced with the effects of wave-induced hydraulic pressure acting on the floating structure. In this study, analytical studies were carried out for optimum type to reduce the hydrodynamic motion and pressure of concrete floating structure. The optimum floating structure is combined with pontoon-type and hybrid-type floating structures, called combination-type floating structure. In order to verify reducing motion and improving structural performance of combination

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Hermeking, T., and M. Jenni. "Structural membranes in motion." In 10th edition of the conference on Textile Composites and Inflatable Structures. CIMNE, 2021. http://dx.doi.org/10.23967/membranes.2021.054.

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Yin, Yan, Hongtao Yuan, Bo Zhou, Yuchun Du, Yuhan Wang, and Chao Wang. "Study on Structural Design Scheme of Motion Suppression System." In ASME 2024 43rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2024. http://dx.doi.org/10.1115/omae2024-123999.

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Abstract In order to solve the problem of poor motion performance of cylindrical FPSO, a new motion suppression system scheme is proposed which can make the platform meet the requirements of dry tree operation. The structure design scheme has an impact on the structure safety, construction technology, construction cost and other factors, so it is very important to make clear the structure design scheme of the motion suppression system. Based on the limitations of the construction site, construction economy, weight control requirements and other factors, this paper proposes a structural design

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SRI NAMACHCHIVAYA, N., and MONICA DOYLE. "Chaotic motion of a shallow arch." In 29th Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1988. http://dx.doi.org/10.2514/6.1988-2235.

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LEVINE, M., M. WILLIAMS, and W. WHITLOW. "Body conforming grids for general unsteady airfoil motion." In 29th Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1988. http://dx.doi.org/10.2514/6.1988-2279.

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"Chaotic motion of beams due to finite deformations." In 31st Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1990. http://dx.doi.org/10.2514/6.1990-1171.

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Matsunami, Y. "Effects of architectural space design on predicting turning in daily life." In Structural Health Monitoring. Materials Research Forum LLC, 2023. http://dx.doi.org/10.21741/9781644902455-16.

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Abstract. In recent years, the diversification of lifestyles and the increase in the number of elderly single-person households have increased the need to introduce robots and sensors into living spaces to control living spaces appropriately for individuals. To realize these goals, it is necessary to predict people’s non-steady motions which is one of the challenges in introducing robots into living spaces. In response, we have conducted research on motion prediction systems using robots and sensors. These studies will contribute to the realization of safe and comfortable architectural spaces

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Cui, Zhiming, and Jaehyung Ju. "2D Motion Structures of N-Fold Rotational Symmetry." In ASME 2017 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/imece2017-70854.

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Kinematic motion structures having a reconfigurable property appear to be a potential candidate for the programmable matter. Motion structures with N-fold rotational symmetry show a reconfigurable pattern transformation, resulting in providing tunable mechanical properties, which deserves to explore more for their unique properties of transformation and the corresponding structural behaviors. The objective of this work is to synthesize motion structures from a bar-and-joint framework, investigating their transformability, linear structural properties - modulus and Poisson’s ratio, and nonlinea

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Lin, Y. A. "Tactical athlete training and performance monitoring using motion tape wearable sensors." In Structural Health Monitoring. Materials Research Forum LLC, 2023. http://dx.doi.org/10.21741/9781644902455-38.

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Abstract. Physical, tactical, and field training are critical for improving warfighter physical performance and capabilities. Exercises and training events are typically supervised; however, group/team training and field exercises lack personalized supervision. While technologies such as optical motion capture (mocap) can capture detailed biomechanics, they are most conveniently used in indoor laboratory settings or in a pre-staged outdoor area. Commercial wearable sensors are readily available, but the data typically correspond to a discrete bodily location and only provide limited informatio

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AMOS, A., and B. QU. "THE DYNAMIC EQUATIONS OF MOTION FOR A DEPLOYING TELESCOPIC BEAM." In 34th Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1993. http://dx.doi.org/10.2514/6.1993-1541.

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Reports on the topic "Structural Motion"

Lopez Ruiz, Maria Camila, Micaela Largent, Tracy Becker, and Jennie Watson-Lamprey. Correlation of Ground Motion Duration with Spectral Acceleration and Implications for Expected Bridge Performance. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2024. http://dx.doi.org/10.55461/pjpa6337.

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Construction or detailed evaluation of transportation infrastructure requires site-specific ground motions for input into nonlinear structural models. These site-specific ground motions are generally selected based on the magnitude, distance, and site condition of the recorded ground motion. A preliminary study performed by Slate Geotechnical Consultants found that duration and spectral acceleration are negatively correlated for large-magnitude earthquakes recorded on soft-soil sites (Vs30<360 m/s). This means that if the target spectral acceleration is above average, then the average durat

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Manning, P. A., T. G. Woehrle, and R. B. Burdick. Barnwell ground motion and structural response measurements. Office of Scientific and Technical Information (OSTI), 1990. http://dx.doi.org/10.2172/7196006.

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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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Kennedy, R. P., R. H. Kincaid, and S. A. Short. Engineering characterization of ground motion. Task II. Effects of ground motion characteristics on structural response considering localized structural nonlinearities and soil-structure interaction effects. Volume 2. Office of Scientific and Technical Information (OSTI), 1985. http://dx.doi.org/10.2172/5817815.

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S. Mastilovic. Structural Calculations of Drip Shield Exposed to Vibratory Ground Motion. Office of Scientific and Technical Information (OSTI), 2003. http://dx.doi.org/10.2172/837517.

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Collins, Peyton. Retirement for Cause/Engine Structural Integrity Program; Advanced Capability Motion Controller. Defense Technical Information Center, 1998. http://dx.doi.org/10.21236/ada363487.

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Bailey Bond, Robert, Pu Ren, James Fong, Hao Sun, and Jerome F. Hajjar. Physics-informed Machine Learning Framework for Seismic Fragility Analysis of Steel Structures. Northeastern University, 2024. http://dx.doi.org/10.17760/d20680141.

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The seismic assessment of structures is a critical step to increase community resilience under earthquake hazards. This research aims to develop a Physics-reinforced Machine Learning (PrML) paradigm for metamodeling of nonlinear structures under seismic hazards using artificial intelligence. Structural metamodeling, a reduced-fidelity surrogate model to a more complex structural model, enables more efficient performance-based design and analysis, optimizing structural designs and ease the computational effort for reliability fragility analysis, leading to globally efficient designs while maint

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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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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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McCallen, D., and S. Larsen. Nevada - A Simulation Environment for Regional Estimation of Ground Motion and Structural Response. Office of Scientific and Technical Information (OSTI), 2003. http://dx.doi.org/10.2172/15004876.

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