Relevant bibliographies by topics / Seismic performance-based assessment

Contents

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

Academic literature on the topic 'Seismic performance-based assessment'

Author: Grafiati
Published: 10 March 2023

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Journal articles on the topic "Seismic performance-based assessment"

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Macedo, Jorge, Jonathan Bray, Norman Abrahamson, and Thaleia Travasarou. "Performance-Based Probabilistic Seismic Slope Displacement Procedure." Earthquake Spectra 34, no. 2 (2018): 673–95. http://dx.doi.org/10.1193/122516eqs251m.

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Engineers often use simplified seismic slope displacement procedures to evaluate the seismic performance of earth structures and natural slopes. Current state of practice procedures typically separate the estimation of the ground motion intensity measure ( IM) from the estimate of seismic displacement ( D), given the selected IM hazard level. Thus D is estimated based on a single IM value. A straightforward performance-based seismic slope assessment procedure is proposed, which considers the full range of potential IM values to estimate seismic slope displacements directly related to a hazard
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Simões, Ana, Rita Bento, Serena Cattari, and Sergio Lagomarsino. "Seismic performance-based assessment of “Gaioleiro” buildings." Engineering Structures 80 (December 2014): 486–500. http://dx.doi.org/10.1016/j.engstruct.2014.09.025.

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Bray, Jonathan D., and Jorge Macedo. "Performance-based seismic assessment of slope systems." Soil Dynamics and Earthquake Engineering 168 (May 2023): 107835. http://dx.doi.org/10.1016/j.soildyn.2023.107835.

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Priestley, M. J. N. "Performance based seismic design." Bulletin of the New Zealand Society for Earthquake Engineering 33, no. 3 (2000): 325–46. http://dx.doi.org/10.5459/bnzsee.33.3.325-346.

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One of the major developments in seismic design over the past 10 years has been increased emphasis on limit states design, now generally termed Performance Based Engineering. Three techniques - the capacity spectrum approach, the N2 method and direct displacement-based design have now matured to the stage where seismic assessment of existing structures, or design of new structures can be carried out to ensure that particular deformation-based criteria are met.
 The paper will outline and compare the three methods, and discuss them in the context of traditional force-based seismic design a
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Basaglia, Alberto, Alessandra Aprile, Enrico Spacone, and Francesco Pilla. "Performance-based Seismic Risk Assessment of Urban Systems." International Journal of Architectural Heritage 12, no. 7-8 (2018): 1131–49. http://dx.doi.org/10.1080/15583058.2018.1503371.

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Li, Hao, and Hua Zhang. "Bayesian Network Based Expert System for Seismic Performance Assessment." Advanced Materials Research 655-657 (January 2013): 1718–21. http://dx.doi.org/10.4028/www.scientific.net/amr.655-657.1718.

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In this paper, Bayesian network based expert system is built for seismic performance evaluation. Unlike the regular rule-based expert system which allows only unidirectional reasoning with strict complete data entry sets, the Bayesian network based expert system can perform bidirectional inference based on incomplete information when the prior probability distributions are given. Seismic performance evaluation is a task that often needs experiences to draw a conclusion under insufficient information circumstance, which made the Bayesian network- based expert system well qualified for the job,
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Fadel Miguel, Leandro F., Fabio Alminhana, and André T. Beck. "Performance based assessment of transmission lines to seismic events." Engineering Structures 249 (December 2021): 113298. http://dx.doi.org/10.1016/j.engstruct.2021.113298.

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Bantilas, Kosmas E., Ioannis E. Kavvadias, Magdalini Tyrtaiou, and Anaxagoras Elenas. "Hilbert–Huang-Transform-Based Seismic Intensity Measures for Rocking Response Assessment." Applied Sciences 13, no. 3 (2023): 1634. http://dx.doi.org/10.3390/app13031634.

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Structures that can uplift and rock under severe seismic excitations present remarkable stability without exhibiting damage. As such, rocking-response-based structural systems constitute a promising design practice. Due to the high nonlinearity of the rocking response, the seismic performance of this class of structures should be evaluated probabilistically. From this point of view, in the present study, the performance of 12 novel HHT-based intensity measures (IMs) in describing the seismic behavior of typical rocking viaducts was assessed based on optimal IM selection criteria. To this end,
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Ismail, Rozaina, Nurul Damia Sukati, Nurul Nabilah Moktar, et al. "Seismic Performance Assessment of Murum Dam Under Various Seismic Event." Journal of Mechanical Engineering 20, no. 1 (2023): 135–48. http://dx.doi.org/10.24191/jmeche.v20i1.21083.

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Dams are considered as vital assets for countries; therefore, the dam must be built to withstand natural disasters. However, the performance of the dam structure comes to attention since the Ranau earthquake occurrence in 2015 is the strongest earthquake recorded in Malaysia. The behavior of the dam became deteriorated across the year due to earthquake motion which caused damage to the dam. This study aims to assess the performance of Murum dam using Incremental Dynamic Analysis (IDA) which subjected was subjected to a set of 6 ground motion records scaled to increasing intensity levels by usi
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Elmrabet, Oumnia, Hasnae Boubel, El Mehdi Echebba, Mohamed Rougui, and Ouadia Mouhat. "Performance-based seismic assessment of vulnerability of dam using time history analysis." MATEC Web of Conferences 149 (2018): 02035. http://dx.doi.org/10.1051/matecconf/201814902035.

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

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Acun, Bora. "Energy Based Seismic Performance Assessment Of Reinforced Concrete Columns." Phd thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12611728/index.pdf.

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Severe seismic events in urban regions during the last two decades revealed that the structures constructed before the development of modern seismic codes are the most vulnerable to earthquakes. Sub-standard reinforced concrete buildings constitute an important part of this highly vulnerable urban building stock. There is urgent need for the development and improvement of methods for seismic performance assessment of existing reinforced concrete structures. As an alternative to current conventional force-based assessment methods, a performance evaluation procedure for structural members, main
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Nassirpour, Arash. "Performance based seismic assessment of masonry infilled steel frame structures." Thesis, University College London (University of London), 2018. http://discovery.ucl.ac.uk/10052986/.

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Steel framed structures constitute a considerable proportion of residential and commercial structures in earthquake prone regions. In such structures, typically, masonry infills are implemented as walls and partitions. However, in common practice, the influence of the infill panels on the performance and resistance of the building is mostly ignored, not just at the design stage, but also during assessment. Despite the possible strength enhancement that infill panels can bring to the structure for modest earthquakes, they may put the building at high risk of heavy damage if their impact is over
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Roohi, Milad. "Performance-Based Seismic Monitoring of Instrumented Buildings." ScholarWorks @ UVM, 2019. https://scholarworks.uvm.edu/graddis/1140.

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This dissertation develops a new concept for performance-based monitoring (PBM) of instrumented buildings subjected to earthquakes. This concept is achieved by simultaneously combining and advancing existing knowledge from structural mechanics, signal processing, and performance-based earthquake engineering paradigms. The PBM concept consists of 1) optimal sensor placement, 2) dynamic response reconstruction, 3) damage estimation, and 4) loss analysis. Within the proposed concept, the main theoretical contribution is the derivation of a nonlinear model-based observer (NMBO) for state estimatio
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Molina, Hutt Carlos. "Risk-based seismic performance assessment of existing tall steel framed buildings." Thesis, University College London (University of London), 2017. http://discovery.ucl.ac.uk/10040499/.

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One of the major concerns in earthquake disaster resilience is understanding the risk posed by existing buildings that are not conformant with modern building codes. A related challenge is how, if necessary, to mitigate the risk through retrofit policies or other measures in a cost effective manner. For some types of buildings, such as unreinforced masonry, the risks are so obviously large, that mandatory laws have been enacted to assess and retrofit the buildings. However, in other cases, such as with non-ductile concrete buildings or older tall steel buildings, the risks and mitigation strat
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Baird, Andrew. "Seismic performance of precast concrete cladding systems." Thesis, University of Canterbury. Civil and Natural Resources Engineering, 2014. http://hdl.handle.net/10092/9997.

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Structural engineering is facing an extraordinarily challenging era. These challenges are driven by the increasing expectations of modern society to provide low-cost, architecturally appealing structures which can withstand large earthquakes. However, being able to avoid collapse in a large earthquake is no longer enough. A building must now be able to withstand a major seismic event with negligible damage so that it is immediately occupiable following such an event. As recent earthquakes have shown, the economic consequences of not achieving this level of performance are not acceptable. Tech
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Karamanci, Emre. "Collapse assessment and performance-based evaluation techniques for concentrically braced frames designed in seismic regions." Thesis, McGill University, 2013. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=117045.

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Performance-Based Earthquake Engineering necessitates the development of simulation models that can predict the nonlinear behavior of structural components as part of a building subjected to seismic loading. For reliable seismic assessment of buildings, these models need to be calibrated with large sets of experimental data. This thesis advances the state-of-knowledge on the collapse assessment of concentrically braced frames (CBFs) designed in seismic regions. The thesis discusses the development of a database that includes extensive information from more than 300 tests of steel braces that h
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Billah, Abu Hena MD Muntasir. "Performance-based seismic design and assessment of concrete bridge piers reinforced with shape memory alloy rebar." Thesis, University of British Columbia, 2015. http://hdl.handle.net/2429/54668.

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Recent advancements in numerical analysis and computational power have pushed the current bridge design specifications towards a more descriptive performance-based seismic design (PBSD) approach as compared to the conventional force-based method. One major attributes of this PBSD is to keep bridges operational and reduce the repair cost by limiting the global and local deformations of a bridge to acceptable levels under design loads. Shape memory alloy (SMA), with its distinct superelasticity, shape memory effect and hysteretic damping, is a promising material for the application in bridge pie
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Slovenec, Derek. "Multi-Hazard Assessment and Performance-Based Design of Facade Systems including Building Frame Interaction." Case Western Reserve University School of Graduate Studies / OhioLINK, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=case1560187143941942.

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Peterson, Brian David. "Development of a Performance-Based Procedure for Assessment of Liquefaction-Induced Free-Field Settlements." BYU ScholarsArchive, 2016. https://scholarsarchive.byu.edu/etd/6113.

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Liquefaction-induced settlement can cause significant damage to structures and infrastructure in the wake of a seismic event. Predicting settlement is an essential component of a comprehensive seismic design. The inherent uncertainty associated with seismic events makes the accurate prediction of settlement difficult. While several methods of assessing seismic hazards exist, perhaps the most promising is performance-based earthquake engineering, a framework presented by the Pacific Earthquake Engineering Research (PEER) Center. The PEER framework incorporates probability theory to generate a c
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Coutu, Tyler Blaine. "Development of a Performance-Based Procedure for Assessment of Liquefaction-Induced Lateral Spread Displacements Using the Cone Penetration Test." BYU ScholarsArchive, 2017. https://scholarsarchive.byu.edu/etd/7216.

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Liquefaction-induced lateral spread displacements cause severe damage to infrastructure, resulting in large economic losses in affected regions. Predicting lateral spread displacements is an important aspect in any seismic analysis and design, and many different methods have been developed to accurately estimate these displacements. However, the inherent uncertainty in predicting seismic events, including the extent of liquefaction and its effects, makes it difficult to accurately estimate lateral spread displacements. Current conventional methods of predicting lateral spread displacements do
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Books on the topic "Seismic performance-based assessment"

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Hu, Hongqiang. Guidelines on Probabilistic Performance-Based Seismic Design and Assessment of Slope Engineering. Springer, 2023.

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Book chapters on the topic "Seismic performance-based assessment"

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Miranda, Eduardo. "Enhanced Building-Specific Seismic Performance Assessment." In Advances in Performance-Based Earthquake Engineering. Springer Netherlands, 2010. http://dx.doi.org/10.1007/978-90-481-8746-1_17.

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Bray, Jonathan D., and Jorge Macedo. "Performance-Based Seismic Assessment of Slope Systems." In Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022). Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-11898-2_1.

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Pampanin, Stefano. "Alternative Performance-Based Retrofit Strategies and Solutions for Existing RC Buildings." In Seismic Risk Assessment and Retrofitting. Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-90-481-2681-1_13.

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Ilki, Alper, Erkan Tore, Cem Demir, and Mustafa Comert. "Code Based Performance Prediction for a Full-Scale FRP Retrofitted Building Test." In Seismic Hazard and Risk Assessment. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-74724-8_31.

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Kappos, Andreas J. "Performance-Based Seismic Design and Assessment of Bridges." In Perspectives on European Earthquake Engineering and Seismology. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-16964-4_7.

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Fajfar, Peter, and Matjaž Dolšek. "A Practice-Oriented Approach for Probabilistic Seismic Assessment of Building Structures." In Advances in Performance-Based Earthquake Engineering. Springer Netherlands, 2010. http://dx.doi.org/10.1007/978-90-481-8746-1_21.

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Fischinger, Matej, Klemen Rejec, and Tatjana Isaković. "Inelastic Shear Response of RC Walls: A Challenge in Performance Based Design Performance based design Performance based design Performance based design Performance based design and Assessment." In Performance-Based Seismic Engineering: Vision for an Earthquake Resilient Society. Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-017-8875-5_24.

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Çaktı, Eser, Emrullah Dar, and Gülen Uncu. "Recent Studies on Earthquake Performance Assessment of Hagia Sophia in Istanbul." In Seismic Isolation, Structural Health Monitoring, and Performance Based Seismic Design in Earthquake Engineering. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-93157-9_7.

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Che, Ailan, Hanxu Zhou, Jinchang Chen, Yuchen Wu, and Ziyao Xu. "Seismic Landslide Susceptibility Assessment Based on Seismic Ground Motion and Earthquake Disaster Analysis." In Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022). Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-11898-2_17.

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Di-Sarno, L., and A. S. Elnashai. "Seismic Fragility Relationships for Structures." In Springer Tracts in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-68813-4_9.

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AbstractStructural fragility assessment is a fundamental component of modern performance-based earthquake design and assessment processes. Major advances in fragility functions development and implementation have occurred over the past three decades.
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Conference papers on the topic "Seismic performance-based assessment"

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"Analytical Assessment of Seismic Performance Evaluation Procedures for Bridges." In SP-271: Structural Concrete in Performance-Based Seismic Design of Bridges. American Concrete Institute, 2010. http://dx.doi.org/10.14359/51663889.

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"System Modeling for Seismic Performance Assessment and Evaluation of Reinforced Concrete Bridge Columns." In SP-271: Structural Concrete in Performance-Based Seismic Design of Bridges. American Concrete Institute, 2010. http://dx.doi.org/10.14359/51663893.

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Zhang, Wenyang, Abdoul R. Ghotbi, Elnaz E. Seylabi, et al. "Fragility Based Seismic Performance Assessment of Buried Structures." In Geotechnical Earthquake Engineering and Soil Dynamics V. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481479.019.

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Martínez, J. M., L. Xu, and Y. Liu. "Seismic performance assessment of buildings with cold-formed steel shear wall panels." In International Conference on Performance-based and Life-cycle Structural Engineering. School of Civil Engineering, The University of Queensland, 2015. http://dx.doi.org/10.14264/uql.2016.1193.

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Hanson, Robert D., Graham Taylor, Carlos Ventura, and Freddy Pina. "Nonlinear Performance Based Seismic Assessment for Low-Rise Buildings." In ATC and SEI Conference on Improving the Seismic Performance of Existing Buildings and Other Structures. American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41084(364)74.

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Mendoza, Carlos, José Matos, Neryvaldo Galvão, and Álvaro Viviescas. "Reliability based performance assessment of a roadway bridge under seismic actions." In IABSE Congress, Christchurch 2021: Resilient technologies for sustainable infrastructure. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.0212.

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<p>External events represent the most common causes of bridge failure which could indicate distress, partial or total collapse (failure of all substantial parts of a bridge). One of the main environmental factors are earthquakes, which have a high impact on bridges due to irregularities presented in both substructure and superstructure and vulnerabilities acquired by the codes used in its design. This article presents a framework to obtain the reliability index of a bridge under seismic events, using response surface method and first order reliability method, based on random variables th
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Murari, Krishna, Harvinder Singh, and Savleen Takkar. "Performance-based methodology for seismic assessment of code- conforming RC buildings." In IABSE Congress, Christchurch 2021: Resilient technologies for sustainable infrastructure. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.1079.

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<p>The current Indian code for seismic design of structures is based on the force-based design (FBD) philosophy but the damage is more related to strain and displacement rather than strength. Also, structures can’t be designed for target design objectives by FBD method under a specified hazard level. Hence it became necessary to develop new codes and standards based on more robust design methodology to overcome the various shortcomings. The paper presents the results of a study conducted to evaluate the effect of provisions mandated by BIS design guidelines on the performance of a multi-
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Rehman, Ebad Ur, and Nirmal-Kumar C. Nair. "Resilience based Criticality Analysis for Seismic Performance Assessment of Underground Cables." In TENCON 2021 - 2021 IEEE Region 10 Conference (TENCON). IEEE, 2021. http://dx.doi.org/10.1109/tencon54134.2021.9707349.

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Kildashti, Kamyar, and Rasoul Mirghaderi. "A case study on the seismic performance assessment of the high-rise setback tower in accordance with TBI guidelines." In International Conference on Performance-based and Life-cycle Structural Engineering. School of Civil Engineering, The University of Queensland, 2015. http://dx.doi.org/10.14264/uql.2016.637.

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Li, Mengke, Xiao Lu, and Xinzheng Lu. "Seismic loss assessment of typical RC frame-core tube tall buildings in China and US using the FEMA P-58 procedure." In International Conference on Performance-based and Life-cycle Structural Engineering. School of Civil Engineering, The University of Queensland, 2015. http://dx.doi.org/10.14264/uql.2016.681.

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Reports on the topic "Seismic performance-based assessment"

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Harris III, John L., and Matthew S. Speicher. Assessment of First Generation Performance-Based Seismic Design Methods for New Steel Buildings, Volume 1: Special Moment Frames. National Institute of Standards and Technology, 2015. http://dx.doi.org/10.6028/nist.tn.1863-1.

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Harris III, John L., and Matthew S. Speicher. Assessment of First Generation Performance-Based Seismic Design Methods for New Steel Buildings, Volume 3: Eccentrically Braced Frames. National Institute of Standards and Technology, 2015. http://dx.doi.org/10.6028/nist.tn.1863-3.

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Harris III, John L., and Matthew S. Speicher. Assessment of First Generation Performance-Based Seismic Design Methods for New Steel Buildings, Volume 2: Special Concentrically Braced Frames. National Institute of Standards and Technology, 2015. http://dx.doi.org/10.6028/nist.tn.1863-2.

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Speicher, Matthew S., and John L. Harris III. Assessment of First Generation Performance-Based Seismic Design Methods for New Steel Buildings, Volume 4: Buckling-Restrained Braced Frames. National Institute of Standards and Technology, 2021. http://dx.doi.org/10.6028/nist.tn.1863-4.

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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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Schiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Cripple Wall Small-Component Test Program: Dry Specimens (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/vsjs5869.

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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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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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Schiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Cripple Wall Small-Component Test Program: Wet Specimens II (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/ldbn4070.

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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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Schiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Cripple Wall Small-Component Test Program: Wet Specimens I (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/dqhf2112.

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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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