Relevant bibliographies by topics / Earthquake engineering Structural analysis (Engineering)

Contents

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

Academic literature on the topic 'Earthquake engineering Structural analysis (Engineering)'

Author: Grafiati
Published: 4 June 2021
Last updated: 3 February 2022

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Journal articles on the topic "Earthquake engineering Structural analysis (Engineering)"

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Al-Safi, Sulaiman, Ibrahim Abdullah Alameri, Rushdi A. M. Badhib, and Mahmoud Kuleib. "Evaluation of performance-based earthquake engineering in Yemen." Challenge Journal of Structural Mechanics 6, no. 1 (March 25, 2020): 10. http://dx.doi.org/10.20528/cjsmec.2020.01.002.

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Building codes follow a common concept in designing buildings to achieve an acceptable seismic performance. The objective underlying the concept is to ensure that the buildings should be able to resist minor earthquake without damage, resist moderate earthquake with some non-structural damage, and resist major earthquakes without collapse, but some structural as well as non-structural damage. This study aims to evaluate the performance-based seismic to come up with necessary recommendations for both future practices, essential review, and restoration of existing structures in Yemen. To do this real case studies incorporated, and nonlinear pushover analysis is carried out. The analysis results presented and then assessed to find out the conformity with the required performance. The structural sections assumed at the beginning of the design, then the design repeated many times to achieve the selected performance criteria (the plastic hinge properties and the maximum displacement).
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Lui, Eric M. "Matrix Analysis of Structural Dynamics: Applications and Earthquake Engineering." Journal of Structural Engineering 127, no. 9 (September 2001): 1117. http://dx.doi.org/10.1061/(asce)0733-9445(2001)127:9(1117).

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el Ghoulbzouri, Abdelouafi, Zakaria el Alami, and Sabrine el Hannoudi. "Reliability Analysis in Performance-Based Earthquake Engineering." Applied Mechanics and Materials 580-583 (July 2014): 1581–90. http://dx.doi.org/10.4028/www.scientific.net/amm.580-583.1581.

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The performance-based engineering approach, as opposed to prescriptive rules of code-based design, is based on simulation of real structural behavior. Reliability of the expected performance state is assessed by using various methodologies based on finite element nonlinear static pushover analysis and specialized reliability software package. Reliability approaches that were considered included full coupling with an external finite element code based methods in conjunction with either first order reliability method or importance sampling method. The building considered in the actual study has been designed against seismic hazard according to the Moroccan code RPS2000.
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Giordano, Nicola, Khalid M. Mosalam, and Selim Günay. "Probabilistic performance-based seismic assessment of an existing masonry building." Earthquake Spectra 36, no. 1 (November 28, 2019): 271–98. http://dx.doi.org/10.1177/8755293019878191.

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Existing unreinforced masonry (URM) buildings represent a significant part of the constructed facilities. Unfortunately, in case of seismic actions, their structural behavior is negatively affected by the low capacity of masonry components to withstand lateral forces. For this reason, in the past decades, URM buildings have been responsible for fatalities and large economic losses even in the case of moderate earthquakes. This article presents the seismic loss assessment of an old masonry building damaged during the 2014 South Napa earthquake using the framework of the Pacific Earthquake Engineering Research Center’s Performance-Based Earthquake Engineering. For this purpose, the performance is expressed in terms of expected monetary loss curves for different hazard scenarios. Structural and non-structural losses are considered in the analysis using a practical, yet accurate, structural idealization of the URM building, which is validated by the observed damage from the 2014 South Napa earthquake.
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Moehle, Jack P. "Nonlinear analysis for performance-based earthquake engineering." Structural Design of Tall and Special Buildings 14, no. 5 (December 15, 2005): 385–400. http://dx.doi.org/10.1002/tal.334.

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Gan, Chun, and Xue Song Luo. "Application of Earthquake Resistance Analysis Technique in the Design of Constructional Engineering." Advanced Materials Research 756-759 (September 2013): 4482–86. http://dx.doi.org/10.4028/www.scientific.net/amr.756-759.4482.

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In recent years, frequent earthquakes have caused great casualties and economic losses in China. And in the earthquake, damage of buildings and the collapse is the main reason causing casualties. Therefore, in the design of constructional engineering, a seismicity of architectural structure is the pressing task at issue. Through time history analysis method, this paper analyzes the time history of building structural response and then it predicts the peak response of mode by response spectrum analysis. Based on this, this paper constructs a numerical simulation model for the architecture by using finite element analysis software SATWE. At the same time, this paper also calculates the structure seismic so as to determine the design of each function structure in architectural engineering design and then provides reference for the realization of earthquake-resistant building.
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Porter, Keith. "Fragility of Hydraulic Elevators for Use in Performance-Based Earthquake Engineering." Earthquake Spectra 23, no. 2 (May 2007): 459–69. http://dx.doi.org/10.1193/1.2720902.

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New performance-based earthquake engineering methods developed by the Pacific Earthquake Engineering Research Center, the Applied Technology Council, and others include damage analysis at a highly detailed level, requiring the compilation of fragility functions for a large number of damageable generic structural and nonstructural components. This brief paper presents the development of a fragility function for hydraulic elevators. It uses post-earthquake survey data from 91 elevators in nine California locations after two earthquakes. Surveys were used to collect data on facilities and elevators. Ground-motion records from the California Integrated Seismic Network were used to estimate engineering demands at each site. Binary regression analysis was used to fit a fragility function, which takes the form of a lognormal cumulative distribution function with median value of PGA=0.42 g and logarithmic standard deviation of 0.3. The fragility function appears to be reasonable based on four criteria.
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Kurniati, Dwi, and Pelipus Bali Loko. "PUSHOVER STUDY ANALYSIS OF PGRI FACULTY OF ENGINEERING BUILDING." International Journal of Engineering Technology and Natural Sciences 2, no. 1 (June 30, 2020): 8–10. http://dx.doi.org/10.46923/ijets.v2i1.60.

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The Faculty of Engineering Faculty of Engineering Building of PGRI Yogyakarta (UPY) is planning to be on medium ground, with a height of 7 floors functioned as a lecture hall.This building needs to be simulated the thrust of the earthquake load, in order to know the performance of the building.The purpose of this research is to want to know the performance value of poit direction x and direction y and performance level based on ATC 40 from upy engineering faculty building.Research method with the help of Etabs v16 software, in accordance with the guidelines of the National Standardization Agency namely SNI 1726-2012 and SNI 2847-2013.The results of the study obtained a peformance point value for push x 0.004 of 0.004 and push y of 0.003.As well as the level of performance is Immediate Occupancy (IO) which can be interpreted that in the event of an earthquake the structure is able to withstand an earthquake, the building does not suffer structural and non structural damage so that the building can be directly reused.
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Moss, P. J. "Review of current earthquake engineering research in New Zealand." Bulletin of the New Zealand Society for Earthquake Engineering 20, no. 2 (June 30, 1987): 91–98. http://dx.doi.org/10.5459/bnzsee.20.2.91-98.

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Research currently being undertaken in Government Departments, Research organisations, and the Civil Engineering Departments in the two University Schools of Engineering is outlined. The research is summarised under the headings of Seismology, Engineering Seismology, Geotechnical Engineering, and Structural Analysis and Design.
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Priestley, M. J. Nigel. "Myths and fallacies in earthquake engineering." Bulletin of the New Zealand Society for Earthquake Engineering 26, no. 3 (September 30, 1993): 329–41. http://dx.doi.org/10.5459/bnzsee.26.3.329-341.

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Current practice in seismic analysis and design is examined, with particular reference to reinforced concrete structures. The attitude of the paper is deliberately iconoclastic, tilting at targets it is hoped will not be seen as windmills. It is suggested that our current emphasis on strength-based design and ductility leads us in directions that are not always rational. A pure displacement-based design approach is advanced as a viable alternative. Improvements resulting from increased sophistication of analyses are seen to be largely illusory. Energy absorption is shown to be a mixed blessing. Finally, accepted practices for flexural design, shear design, development of reinforcement, and the philosophic basis of capacity design are questioned.
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Dissertations / Theses on the topic "Earthquake engineering Structural analysis (Engineering)"

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Shaikhutdinov, Rustem V. "Structural damage evaluation : theory and applications to earthquake engineering /." Pasadena : California Institute of Technology, Earthquake Engineering Research Laboratory, 2004. http://caltecheerl.library.caltech.edu.

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Simic, Milan. "Earthquake analysis of concrete gravity dam-foundation systems." Thesis, University of Bristol, 1994. http://hdl.handle.net/1983/418224c4-bc34-4ec8-a39e-ec5d7a6f1d4f.

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Guyader, Andrew C. "A statistical approach to equivalent linearization with application to performance-based engineering /." Pasadena : California Institute of Technology, Earthquake Engineering Research Laboratory, 2004. http://caltecheerl.library.caltech.edu.

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Ashmawy, Mahmoud El Hassan Aly. "Nonlinear dynamic analysis of guyed masts for wind and earthquake loading." Thesis, University of Westminster, 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.304725.

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Boz, Berk. "Structural Analysis Of Historic Aspendos Theatre." Master's thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607115/index.pdf.

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Aspendos Theatre still stands in fairly good condition although it has been constructed about 2200 years ago in Serik village of Antalya, Turkey. Aspendos Theatre is one of the most valuable historical buildings in Turkey. The fact that the structure had overcome numerous possible earthquakes during its lifespan in Antalya and located in second degree earthquake zone, makes the subject an interesting research topic. The earthquake analysis of Aspendos Theatre was conducted using Specification for Structures to be Built in Disaster Areas code and stress levels are investigated using 3D FE modeling. Also, the resonance state of the theatre under sound induced forces due to concerts and exhibitions performed in the theatre has been examined. Structural identification is performed to obtain certain structural characteristics by comparing experimentally measured and analytically obtained natural frequencies. The analytical model is constructed using solid members and the analysis is performed by using SAP2000 software. The elastic modulus of conglomerate used as building blocks in the Theatre is taken as 2350 MPa based on the experimental and analytical studies. The compressive and tensile strength of the theatre wall material is taken as 12 MPa and 1.2 MPa, respectively based on the previous studies conducted on conglomerate. When the maximum stress levels under combined effect of response spectrum and dead load analyses are examined, the level of compressive stress is found to be about 60% of the compressive strength. On the other hand, the tensile stresses developing at upper corners and bottom middle parts of the stage wall and mid-height central location of the exterior wall (on the vicinity of the front door) are calculated to be about 6.6 MPa, which are more than the assumed tensile strength. It has also been calculated that the level of sound that generates tensile failure is about 125 dB as the theatre gets into resonance state.
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Sehhati, Reza. "Probabilistic seismic demand analysis for the near-fault zone." Pullman, Wash. : Washington State University, 2008. http://www.dissertations.wsu.edu/Dissertations/Fall2008/r_sehhati_120108.pdf.

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Thesis (Ph. D.)--Washington State University, December 2008.
Title from PDF title page (viewed on Oct. 22, 2009). "Department of Civil & Environmental Engineering." Includes bibliographical references (p. 166-171).
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Phan, Vu T. "Near fault (near field) ground motion effects on reinforced concrete bridge columns /." abstract and full text PDF (free order & download UNR users only), 2005. http://0-wwwlib.umi.com.innopac.library.unr.edu/dissertations/fullcit/1433102.

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Thesis (M.S.)--University of Nevada, Reno, 2005.
"August, 2005." Includes bibliographical references (leaves 76-78). Library also has microfilm. Ann Arbor, Mich. : ProQuest Information and Learning Company, [2005]. 1 microfilm reel ; 35 mm. Online version available on the World Wide Web.
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Rodriguez, Osmar. "BRIDGE DESIGN FOR EARTHQUAKE FAULT CROSSINGS - SYNTHESIS OF DESIGN ISSUES AND STRATEGIES." DigitalCommons@CalPoly, 2012. https://digitalcommons.calpoly.edu/theses/701.

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This research evaluates the seismic demands for a three-span curved bridge crossing fault-rupture zones. Two approximate procedures which have been proved adequate for ordinary straight bridges crossing fault-rupture zones, i.e., the fault-rupture response spectrum analysis (FR-RSA) procedure and the fault-rupture linear static analysis (FR-LSA) procedure, were considered in this investigation. These two procedures estimate the seismic demands by superposing the peak values of quasi-static and dynamic bridge responses. The peak quasi-static response in both methods is computed by nonlinear static analysis of the bridge under the ground displacement offset associated with fault-rupture. In FR-RSA and FR-LSA, the peak dynamic responses are respectively estimated from combination of the peak modal responses using the complete-quadratic-combination rule and the linear static analysis of the bridge under appropriate equivalent seismic forces. The results from the two approximate procedures were compared to those obtained from the nonlinear response history analysis (RHA) which is more rigorous but may be too onerous for seismic demand evaluation. It is shown that the FR-RSA and FR-LSA procedures which require less modeling and analysis efforts provide reasonable seismic demand estimates for practical applications.
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Tures, Jennifer Evelyn. "Implementation and Validation of Fault-Rupture Response Spectrum Analysis Procedure in CSiBridge for Bridges Crossing Earthquake Fault Ruptures." DigitalCommons@CalPoly, 2012. https://digitalcommons.calpoly.edu/theses/910.

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This thesis evaluates the application of a simplified analysis procedure as implemented in version 16 of CSiBridgeTM for design of bridges crossing earthquake fault ruptures. The fault-rupture response spectrum analysis (FR-RSA) approximation method has been proved adequate for both straight and curved ordinary bridges, but lacked a comfortable interface to accommodate the method users. Computers and Structure, Inc. has implemented the FR-RSA procedure into CSiBridgeTM, a user-friendly integrated 3-D bridge design software, as an added seismic design feature. By combining the response of the bridge due to the quasi-static displacement from the fault strike-slip rupture and the pseudo-dynamic displacement from the earthquake response spectrum analysis, a combined seismic demand is approximated using the software. The CSiBridgeTM bridge model creation process and application of FR-RSA as the Caltrans Fault Crossing Seismic Design Request is explained and evaluated in this thesis. In order to validate the implementation of FR-RSA in CSiBridgeTM v.16, the bridge demands for a three span and a four span curved bridge crossing earthquake fault rupture zones from the analytical models developed in Open System for Earthquake Engineering Simulation (OpenSees) and CSiBridgeTM v.16 are compared and discussed. It was found that the displacement demands from the abutments and bents were comparable from the two programs, supporting the correct application of the approximation method. This thesis also presents recommendations for improving the analysis function of CSiBridgeTM v.16 for bridges crossing fault ruptures.
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Haselton, Curt B. Deierlein Gregory G. "Assessing seismic collapse safety of modern reinforced concrete moment-frame buildings." Berkeley, Calif. : Pacific Earthquake Engineering Research Center, 2008. http://nisee.berkeley.edu/elibrary/Text/200803261.

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Books on the topic "Earthquake engineering Structural analysis (Engineering)"

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Barbat, A. H. Structural response computations in earthquake engineering. Swansea, U.K: Pineridge Press, 1989.

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Miquel, Canet Juan, ed. Structural response computations in earthquake engineering. Swansea, U.K: Pineridge Press, 1989.

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Safak, Erdal. Analysis of recordings in structural engineering: Adaptive filtering, prediction, and control. [Denver, Colo.?]: Dept. of the Interior, U.S. Geological Survey, 1988.

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Datta, T. K. Seismic analysis of structures. Singapore: John Wiley & Sons Asia, 2010.

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Datta, T. K. Seismic analysis of structures. Singapore: John Wiley & Sons Asia, 2010.

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Datta, T. K. Seismic analysis of structures. Singapore: John Wiley & Sons Asia, 2010.

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Matrix analysis of structural dynamics: Applications and earthquake engineering. New York: Marcel Dekker, 2000.

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Static and dynamic analysis of structures: A physical approach with emphasis on earthquake engineering. 4th ed. Berkeley, Calif: Computers and Structures, 2010.

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Krimgold, Frederick. Engineering guideline for incremental seismic rehabilitation. Washington, D.C.]: Federal Emergency Management Agency, 2009.

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Response spectrum method in seismic analysis and design of structures. Boston: Blackwell Scientific Publications, 1990.

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Book chapters on the topic "Earthquake engineering Structural analysis (Engineering)"

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Sankararaman, Shankar. "Structural Seismic Reliability Analysis." In Encyclopedia of Earthquake Engineering, 1–23. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-36197-5_280-1.

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Sankararaman, Shankar. "Structural Seismic Reliability Analysis." In Encyclopedia of Earthquake Engineering, 3642–61. Berlin, Heidelberg: Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-642-35344-4_280.

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Filiatrault, A., B. Folz, and H. G. L. Prion. "Seismic analysis of structurally interconnected steel frames." In Earthquake Engineering, edited by Shamim A. Sheikh and S. M. Uzumeri, 125–32. Toronto: University of Toronto Press, 1991. http://dx.doi.org/10.3138/9781487583217-017.

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Bonacci, J. F. "Calibrated linear methods for analysis and design of yielding RC structures." In Earthquake Engineering, edited by Shamim A. Sheikh and S. M. Uzumeri, 53–60. Toronto: University of Toronto Press, 1991. http://dx.doi.org/10.3138/9781487583217-009.

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Chowdhury, Indrajit, and Shambhu P. Dasgupta. "Soil Dynamics and Earthquake Engineering." In Earthquake Analysis and Design of Industrial Structures and Infra-structures, 209–99. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-90832-8_3.

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Jia, Junbo. "Seismic Analysis and Response of Structures." In Modern Earthquake Engineering, 471–545. Berlin, Heidelberg: Springer Berlin Heidelberg, 2016. http://dx.doi.org/10.1007/978-3-642-31854-2_15.

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Zhang, Fuwen, Xilin Lu, and Chao Yin. "Numerical Simulation and Analysis for Collapse Responses of RC Frame Structures under Earthquake." In Computational Structural Engineering, 183–92. Dordrecht: Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-90-481-2822-8_21.

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Sucuoğlu, Halûk, and Sinan Akkar. "Analysis Procedures and Seismic Design Principles for Building Structures." In Basic Earthquake Engineering, 203–40. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-01026-7_6.

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Adhikari, Sondipon. "Structures with Nonviscous Damping, Modeling, and Analysis." In Encyclopedia of Earthquake Engineering, 1–13. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-36197-5_273-1.

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Adhikari, Sondipon. "Structures with Nonviscous Damping, Modeling, and Analysis." In Encyclopedia of Earthquake Engineering, 3661–71. Berlin, Heidelberg: Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-642-35344-4_273.

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Conference papers on the topic "Earthquake engineering Structural analysis (Engineering)"

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Corritore, Daniele, and Fabrizio Paolacci. "PERFORMANCE-BASED EARTHQUAKE ENGINEERING ANALYSIS OF SHORT-MEDIUM SPAN STEEL-CONCRETE COMPOSITE BRIDGES." In 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens: Institute of Structural Analysis and Antiseismic Research National Technical University of Athens, 2021. http://dx.doi.org/10.7712/120121.8721.18783.

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Hori, M., S. Tanaka, T. Ichimura, M. Lalith, T. Miyamura, M. Ogino, and S. Okazawa. "APPLICATION OF HPC TO EARTHQUAKE ENGINEERING - SEISMIC STRUCTURE RESPONSE ANALYSIS AND URBAN AREA EARTHQUAKE SIMULATION." In 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. Athens: Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2014. http://dx.doi.org/10.7712/120113.4508.c1728.

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Cristofaro, Maria Teresa, Angelo D'Ambrisi, Francesco Focacci, Raffaele Nudo, Gianfranco Stipo, Marco Tanganelli, and Mario De Stefano. "DEBONDING ANALYSIS OF FRCM COMPOSITES FOR STRUCTURAL UPGRADING OF RC STRUCTURES." In 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens: Institute of Structural Analysis and Antiseismic Research National Technical University of Athens, 2021. http://dx.doi.org/10.7712/120121.8823.19430.

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Han, Yingcai, N. Gorai, S. Chatterjee, M. Harloff-Bernyk, T. Guo, and C. D’Souza. "DYNAMIC ANALYSIS OF MODULAR STRUCTURES. CONSIDERING SOIL - PILE - STRUCTURE INTERACTION." In 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens: Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2017. http://dx.doi.org/10.7712/120117.5484.17713.

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Elnashai, Amr, and Oh-Sung Kwon. "Multi-Platform Earthquake Analysis of Geotechnical-Structural Systems." In International Conference on Computing in Civil Engineering 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40794(179)2.

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Miano, Andrea, Fatemeh Jalayer, Hossein Ebrahimian, and Andrea Prota. "NONLINEAR DYNAMIC ANALYSIS PROCEDURE WITH LIMITED NUMBER OF ANALYSES AND SCALING." In 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens: Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2019. http://dx.doi.org/10.7712/120119.6972.19723.

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Li, Bowei, Wei-Chu Chuang, and Seymour M. J. Spence. "AN ADAPTIVE FAST NONLINEAR ANALYSIS (AFNA) ALGORITHM FOR RAPID TIME HISTORY ANALYSIS." In 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens: Institute of Structural Analysis and Antiseismic Research National Technical University of Athens, 2021. http://dx.doi.org/10.7712/120121.8570.19399.

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Orefice, Agostina, Ada Amendola, Rosa Penna, Geminiano Mancusi, and Luciano Feo. "2D LATTICE STRUCTURES - A PARAMETRIC ANALYSIS." In 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens: Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2017. http://dx.doi.org/10.7712/120117.5778.17808.

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Rosko, P., and A. Bekö. "SEISMIC ANALYSIS OF PRESTRESSED STADIUM ROOF." In 5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens: Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2015. http://dx.doi.org/10.7712/120115.3423.1609.

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Miano, Andrea, Fatemeh Jalayer, and Andrea Prota. "CONSIDERING STRUCTURAL MODELLING UNCERATINTIES USING BAYESIAN CLOUD ANALYSIS." In 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens: Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2017. http://dx.doi.org/10.7712/120117.5533.17990.

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Reports on the topic "Earthquake engineering Structural analysis (Engineering)"

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Hartman, Joseph P., John J. Jaeger, John J. Jobst, Deborah K. Martin, and James Bigham. Computer-Aided Structural Engineering (CASE) Project. User's Guide: Pile Group Analysis (CPGA) Computer Program. Fort Belvoir, VA: Defense Technical Information Center, July 1989. http://dx.doi.org/10.21236/ada212544.

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Patel, Reena, David Thompson, Guillermo Riveros, Wayne Hodo, John Peters, and Felipe Acosta. Dimensional analysis of structural response in complex biological structures. Engineer Research and Development Center (U.S.), July 2021. http://dx.doi.org/10.21079/11681/41082.

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The solution to many engineering problems is obtained through the combination of analytical, computational and experimental methods. In many cases, cost or size constraints limit testing of full-scale articles. Similitude allows observations made in the laboratory to be used to extrapolate the behavior to full-scale system by establishing relationships between the results obtained in a scaled experiment and those anticipated for the full-scale prototype. This paper describes the application of the Buckingham Pi theorem to develop a set of non-dimensional parameters that are appropriate for describing the problem of a distributed load applied to the rostrum of the paddlefish. This problem is of interest because previous research has demonstrated that the rostrum is a very efficient structural system. The ultimate goal is to estimate the response of a complex, bio-inspired structure based on the rostrum to blast load. The derived similitude laws are verified through a series of numerical experiments having a maximum error of 3.39%.
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Yoozbashizadeh, Mahdi, and Forouzan Golshani. Robotic Parking Technology for Congestion Mitigation and Air Quality Control Around Park & Rides. Mineta Transportation Institute, June 2021. http://dx.doi.org/10.31979/mti.2021.1936.

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A lack or limited availability for parking may have multiple consequences, not the least of which is driver frustration, congestion, and air pollution. However, there is a greater problem that is not widely recognized by the public, namely the negative effect on the use of transit systems due to insufficient parking spaces close to key transit stations. Automated parking management systems, which have been successfully deployed in several European and Japanese cities, can manage parking needs at transit stations more effectively than other alternatives. Numerous studies have confirmed that quick and convenient automobile access to park-and-ride lots can be essential to making public transit competitive with the automobile in suburban areas. Automated parking systems use a robotic platform that carries each vehicle to one of the locations in a custom designed structure. Each location is designed compactly so that considerably more vehicles can be parked in the automated garages than the traditional parking lots. Central to the design of these systems are three key technologies, namely: 1. Mechanical design and the operation of vehicle transfer, i.e., the robotic platform 2. Structural and architectural requirements to meet safety and earthquake standards, among other design imperatives, 3. Automation and intelligent control issues as related to the overall operation and system engineering. This article concerns the first technology, and more specifically the design of the robotic platform for vehicle transfers. We will outline the overall design of the robot and the shuttle, followed by a description of the prototype that was developed in our laboratories. Subsequently, performance related issues and scalability of the current design will be analyzed.
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Carruth, William D. Evaluation of In-Place Asphalt Recycling for Airfield Applications. Engineer Research and Development Center (U.S.), July 2021. http://dx.doi.org/10.21079/11681/41142.

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Over the last few decades, in-place recycling of asphalt pavements has seen increased use by the highway industry, primarily to take a dvantage of potential cost and logistical savings compared to conventional reconstruction. More recently, the U.S. Navy and Federal Aviation Administration have allowed recycling to be used on airfields with lighter traffic. This report contains a discussion of in-place recycling design considerations obtained from a literature review of its use in the highway industry. Observations developed from a review of airfield pavement projects that have utilized recycling is also included. A structural analysis was performed using the Pavement-Transportation Computer Assisted Structural Engineering (PCASE) tool to determine typical stiffness values that recycled layers must achieve to support various types of military aircraft traffic for different pavement structures. Overall, in-place recycling is recommended for consideration as a rehabilitati on technique for military airfield pavements, and further investigation is recommended before it is implemented it into design guidance.
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