Relevant bibliographies by topics / Seismic hazard parameters

Contents

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

Academic literature on the topic 'Seismic hazard parameters'

Author: Grafiati
Published: 4 June 2025
Last updated: 1 August 2025

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Journal articles on the topic "Seismic hazard parameters"

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Orlecka-Sikora, Beata, and Stanislaw Lasocki. "Interval Estimation of Seismic Hazard Parameters." Pure and Applied Geophysics 174, no. 3 (2016): 779–91. http://dx.doi.org/10.1007/s00024-016-1419-4.

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Orlecka-Sikora, Beata, and Stanislaw Lasocki. "Interval Estimation of Seismic Hazard Parameters." Pure and Applied Geophysics 174 (November 1, 2016): 779–91. https://doi.org/10.1007/s00024-016-1419-4.

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The paper considers Poisson temporal occurrence of earthquakes and presents a way to integrate uncertainties of the estimates of mean activity rate and magnitude cumulative distribution function in the interval estimation of the most widely used seismic hazard functions, such as the exceedance probability and the mean return period. The proposed algorithm can be used either when the Gutenberg–Richter model of magnitude distribution is accepted or when the nonparametric estimation is in use. When the Gutenberg–Richter model of magnitude distribution is used the interval estimation o
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Somerville, Paul. "Seismic hazard evaluation." Bulletin of the New Zealand Society for Earthquake Engineering 33, no. 3 (2000): 371–86. http://dx.doi.org/10.5459/bnzsee.33.3.371-386.

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This paper reviews concepts and trends in seismic hazard characterization that have emerged in the past decade, and identifies trends and concepts that are anticipated during the coming decade. New methods have been developed for characterizing potential earthquake sources that use geological and geodetic data in conjunction with historical seismicity data. Scaling relationships among earthquake source parameters have been developed to provide a more detailed representation of the earthquake source for ground motion prediction. Improved empirical ground motion models have been derived from a s
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Pourmohammad, Fereshteh, Mehdi Zare, Arezoo Dorostian, and Bahram Akasheh. "Seismic hazard and seismicity parameters in southwestern Alborz." Nexo Revista Científica 34, no. 02 (2021): 661–70. http://dx.doi.org/10.5377/nexo.v34i02.11550.

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Alborz Province is located west of Tehran Province on the South Alborz seismic belt. Geological and seismological analyses within a radius of 200 km from the center of Karaj identified five seismic zones and seven linear seismic sources. The maximum magnitude was calculated for the seismic zones using available correlations. The Kijko and Sellevoll (1992) method was used to calculate seismicity parameters, and the graphs of the return period and the probability frequency of recurrence of the earthquake magnitude in each zone were plotted for the 475-year return period. According to the calcula
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Ma, Yu Hong, Gui Feng Zhao, Jie Cui, and Ping Tan. "A Method of Determining Strengthening Design Ground-Motion Parameters for the Existing Building." Advanced Materials Research 163-167 (December 2010): 3443–47. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.3443.

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At present, seismic strengthening design reference period of the existing building is usually equal to 50 years in China, sometime this is uneconomic and unreasonable. In this paper, determining principle of seismic strengthening design reference period for the existing building with different importance is presented. The seismic strengthening design level of the existing building is put forward. After the shape factor of intensity probability distribution function is used to represent the seismic hazard characteristic of different areas, the seismic hazard curve formula of design acceleration
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Weatherill, Graeme A., and Laurentiu Danciu. "Regional variation of spectral parameters for seismic design from broadband probabilistic seismic hazard analysis." Earthquake Engineering & Structural Dynamics 47, no. 12 (2018): 2447–67. http://dx.doi.org/10.1002/eqe.3092.

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SummaryThe characterisation of the seismic hazard input is a critical element of any seismic design code, not only in terms of the absolute levels of ground motion considered but also of the shape of the design spectrum. In the case of Europe, future revisions of the seismic design provisions, both at a national and a pan‐European level, may implement considerable modifications to the existing provisions in light of recent seismic hazard models, such as the 2013 European Seismic Hazard Model. Constraint of the shape of the long‐period design spectrum from seismic hazard estimates on such a sca
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Azour, Hanane, Mohamed Mansoum, Mohamed Benmakhlouf, Yassine El Yousfi, Aboubakr Chaaraoui, and Said Benyoussef. "Urban planning characterization based on earthquake parameters for development: Case of the city of Al Hoceima, Morocco." E3S Web of Conferences 527 (2024): 02005. http://dx.doi.org/10.1051/e3sconf/202452702005.

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This article presents an analysis of the earthquake in Al Hoceima City through the combination of land use and seismic hazards. This study is based on a probabilistic analysis of the seismic hazard performed following an attenuation to predict the maximum ground acceleration at each square kilometer. The land use of the area was estimated using GIS tools with the Gaussian maximum likelihood integrated supervised analysis method on remote sensing data processed from Landsat images 8, and the distribution of the values of PGA (Peak Ground Acceleration) in Al Hoceima. The numerical values ranging
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Mutke, Grzegorz, Józef Dubiński, and Adam Lurka. "New Criteria to Assess Seismic and Rock Burst Hazard in Coal Mines / Nowe Kryteria Dla Oceny Zagrożenia Sejsmicznego I Tąpaniami W Kopalniach Węgla Kamiennego." Archives of Mining Sciences 60, no. 3 (2015): 743–60. http://dx.doi.org/10.1515/amsc-2015-0049.

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Abstract The paper presents new criteria of seismic and rock burst hazard assessment in Polish hard coal mines where longwall mining system is common practice. The presented criteria are based on the results of continuous recording of seismic events and analysis of selected seismological parameters: spatial location of seismic event in relation to mining workings, seismic energy, seismic energy release per unit coal face advance, b-value of Gutenberg-Richter law, seismic energy index EI, seismic moment M0, weighted value of peak particle velocity PPVW. These parameters are determined in a movi
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Liu, Xiao-Xiao, and Yuansheng Wang. "A Novel Seismic Risk Analysis Method for Structures with Both Random and Convex Set Mixed Variables: Case Study of a RC Bridge." Mathematical Problems in Engineering 2019 (January 3, 2019): 1–14. http://dx.doi.org/10.1155/2019/3613651.

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Assessing the demand hazards of structures is requested in the framework of performance-based earthquake engineering. An efficient method for estimating the seismic risk of structures is proposed in this paper. The relationship between multiple limit capacities and corresponding response parameters is denoted by using a generalized multidimensional limit state equation. The limit states of different components are described as random and convex mixed variables. The seismic responses of different components are considered dependent and follow a multidimensional lognormal distribution. The mathe
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Thant, Myo. "PROBABILISTIC SEISMIC HAZARD ASSESSMENT FOR YANGON REGION, MYANMAR." ASEAN Engineering Journal 3, no. 2 (2012): 117–31. http://dx.doi.org/10.11113/aej.v3.15529.

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According to the seismicity and the records of the previous considerably high magnitude earthquakes, Yangon Region can be regarded as the low to medium seismicity region. Moreover, tectonically the region is surrounded by the subduction zone between the Indian Plate and Burma Plate to the west and the right lateral Sagaing fault to the east. The most significant earthquake happened around this region is the Bago earthquake of 5th May, 1930 with the magnitude of 7.3. This earthquake caused 500 casualties and great destruction in Bago. However, considerable damage and 50 deaths were recorded in
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Dissertations / Theses on the topic "Seismic hazard parameters"

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Wetie, Ngongang Ariane. "Seismic and Volcanic Hazard Analysis for Mount Cameroon Volcano." Diss., University of Pretoria, 2016. http://hdl.handle.net/2263/60871.

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Mount Cameroon is considered the only active volcano along a 1600 km long chain of volcanic complexes called the Cameroon Volcanic Line (CVL). It has erupted seven times during the last 100 years, the most recent was in May 2000. The approximately 500,000 inhabitants that live and work around the fertile flanks are exposed to impending threats from volcanic eruptions and earthquakes. In this thesis, a hazard assessment study that involves both statistical modelling of seismic hazard parameters and the evaluation of a future volcanic risk was undertaken on Mount Cameroon. The Gutenberg-Richter
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Estay, Huidobro Rodrigo Andrés. "Seismic parameters of space - time clustered mining - induced aftershock sequences applied to seismic hazard in mining." Tesis, Universidad de Chile, 2018. http://repositorio.uchile.cl/handle/2250/168513.

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Tesis para optar al grado de Doctor en Ingeniería de Minas<br>Una característica común en la minería que se realiza en roca competetente es la sismicidad inducida. Esta es resultado de los cambios en los esfuerzos y el fallamiento de la roca alrededor de las excavaciones mineras. Posterior a un evento sísmico, existe un aumento en los niveles de sismicidad que gradualmente decaen con el tiempo, conocido como una secuencia de réplicas. Restringir el acceso a las áreas de la mina por el tiempo suficiente que permita que ocurra este decaimiento de los eventos sísmicos es el enfoque principal de l
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Chey, Min Ho. "Passive and Semi-Active Tuned Mass Damper Building Systems." Thesis, University of Canterbury. Civil and Natural Resources Engineering, 2007. http://hdl.handle.net/10092/3431.

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This thesis explores next generation passive and semi-active tuned mass damper (PTMD and SATMD) building systems for reducing the seismic response of tall structures and mitigating damage. The proposed structural configuration separates the upper storey(s) of a structure to act as the 'tuned' mass, either passively or semi-actively. In the view point of traditional TMD system theory, this alternative approach avoids adding excessive redundant mass that is rarely used. In particular, it is proposed to replace the passive spring damper system with a semi-active resetable device based system (SAT
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Syed, Riaz. "Development of Computational Tools for Characterization, Evaluation, and Modification of Strong Ground Motions within a Performance-Based Seismic Design Framework." Thesis, Virginia Tech, 2003. http://hdl.handle.net/10919/36435.

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One of the most difficult tasks towards designing earthquake resistant structures is the determination of critical earthquakes. Conceptually, these are the ground motions that would induce the critical response in the structures being designed. The quantification of this concept, however, is not easy. Unlike the linear response of a structure, which can often be obtained by using a single spectrally modified ground acceleration history, the nonlinear response is strongly dependent on the phasing of ground motion and the detailed shape of its spectrum. This necessitates the use of a suite (bin)
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Spears, Paul Wesley. "Parameters Influencing Seismic Structural Collapse with Emphasis on Vertical Accelerations and the Possible Related Risks for New and Existing Structures in the Central and Eastern United States." Thesis, Virginia Tech, 2004. http://hdl.handle.net/10919/42793.

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This thesis presents the results of basically two separate studies. The first study involved identifying structural and earthquake parameters that influenced seismic structural collapse. The parameter study involved nonlinear dynamic analyses using single-degree-of-freedom (SDOF) bilinear models. Four parameters were associated with the SDOF models â the lateral stiffness, the post-yield stiffness ratio, the yield strength, and the stability ratio (P-Delta effects). Then, three parameters were associated with the ground motions â the records themselves, the lateral ground motion scales
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Vermeulen, Petrus Johannes. "Problems in parameter estimation in probabilistic seismic hazard analysis and some solutions." Thesis, University of Pretoria, 2020. http://hdl.handle.net/2263/77895.

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Probabilistic Seismic Hazard Analysis (PSHA) is not a new study field — indeed, it dates from the late 1960s. However, the original and introductory study paid scant attention to a crucial aspect, namely the estimation of the model parameters. Consequently, over the ensuing five decades, Parameter Estimation in Probabilistic Seismic Hazard Analysis (PE-PSHA) has not gained due recognition as an independent field of study. A review of the relevant body of literature indicates that PE-PSHA is not yet regarded as an entity, a coherent body of literature, or a study field. This study aims to intro
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Pretorius, Samantha. "The effect of observation errors on parameter estimates applied to seismic hazard and insurance risk modelling." Diss., University of Pretoria, 2014. http://hdl.handle.net/2263/79774.

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The research attempts to resolve which method of estimation is the most consistent for the parameters of the earthquake model, and how these different methods of estimation, as well as other changes, in the earthquake model parameters affect the damage estimates for a specific area. The research also investigates different methods of parameter estimation in the context of the log-linear relationship characterised by the Gutenberg-Richter relation. Traditional methods are compared to those methods that take uncertainty in the underlying data into account. Alternative methods based on Bayesian s
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Astorga, Mejia Marlem Lucia. "Simplified Performance-Based Analysis for Seismic Slope Displacements." BYU ScholarsArchive, 2016. https://scholarsarchive.byu.edu/etd/5963.

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Millions of lives have been lost over the years as a result of the effects of earthquakes. One of these devastating effects is slope failure, more commonly known as landslide. Over the years, seismologists and engineers have teamed up to better record data during an earthquake. As technology has advanced, the data obtained have become more refined, allowing engineers to use the data in their efforts to estimate earthquakes where they have not yet occurred. Several methods have been proposed over time to utilize the earthquake data and estimate slope displacements. A pioneer in the development
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Omang, Amalfi. "Assessing Sensitivity of Probabilistic Seismic Hazard Analysis to Fault Parameters : Java and Sumatra Case Study." Phd thesis, 2014. http://hdl.handle.net/1885/155603.

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"The aim of this thesis is to study the impact of fault parameter uncertainty on seismic hazard analysis using Java and Sumatra, Indonesia, as case studies. Slip rate and fault geometry are two important inputs in determining seismic hazard, because they are used to estimate earthquake recurrence and maximum magnitude, both of which strongly influence near fault hazard levels. However, the uncertainty of slip-rates and fault geometry are rarely considered in probabilistic seismic hazard analysis (PSHA), which is surprising given that estimates of slip-rate can vary significantly from different
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Bajaj, Ketan. "Development of Seismic Design Spectra For Shallow and Deep Soil Sites Considering Region Specific Parameters." Thesis, 2019. https://etd.iisc.ac.in/handle/2005/4705.

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Earthquakes are among the deadliest in all the natural disasters and have affected many people in the last few decades. The efforts to reduce or mitigate the impact of earthquakes have become increasingly focused upon in both developed and developing countries. Theory of plate tectonics and Engineering Seismology have helped to understand the physics of earthquakes and predict the hazards associated with it. Even after the improvement in building codes and level of preparedness, the mortality rate is alarming in the developing counties like India. However, until today the regional scale
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Book chapters on the topic "Seismic hazard parameters"

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Stere, Claudiu-Constantin, Claudiu-Anton Ursu, and Vasile-Virgil Oprişoreanu. "Presentation of Structural Systems and Characteristic Parameters of Romanian Buildings for Application of the RVS Method." In Seismic Hazard and Risk Assessment. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-74724-8_28.

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Dubiński, Józef, and Krystyna Stec. "Variation of Certain Parameters of Regional Stress Tensor under Condition of Rockburst Hazard." In Induced Seismic Events. Birkhäuser Basel, 1996. http://dx.doi.org/10.1007/978-3-0348-9204-9_8.

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Burton, Paul W., and Peter C. Marrow. "Seismic Hazard and Earthquake Source Parameters in the North Sea." In Earthquakes at North-Atlantic Passive Margins: Neotectonics and Postglacial Rebound. Springer Netherlands, 1989. http://dx.doi.org/10.1007/978-94-009-2311-9_36.

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Shastri, Ravi, Samit Ray-Chaudhuri, and Yogendra Singh. "Seismic Collapse Risk of Stone Masonry Buildings in the Indian Himalayas." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_117.

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AbstractConventionally, seismic hazard at a site is represented by a uniform hazard spectrum (UHS), which represents the seismic hazard in terms of spectral ordinates corresponding to a fixed probability of exceedance at all periods of vibration. Alternatively, a hazard curve can be developed for a site corresponding to each spectral period, which provides the probability of exceedance of different amplitudes of spectral ordinates. The hazard curve can be used for the estimation of the collapse risk of a structure in a given life span. Accordingly, if a structure is designed using a standard p
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Moernaut, Jasper, Jamie Howarth, Katrina Kremer, and Katleen Wils. "Lacustrine Records of Past Seismic Shaking." In Understanding Past Earthquakes. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-73580-6_7.

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Abstract Reliable seismic hazard analysis builds upon a robust reconstruction of spatiotemporal rupture variability over multi-millennial timescales. Lacustrine sediment sequences can provide long and complete records of strong seismic shaking due to the generally continuous nature of subaqueous sedimentation, allowing for high record sensitivity, continuity and accurate age control. Seismic shaking, which can originate from different seismic sources in a region, is typically recorded as in-situ deformation structures or deposits resulting from subaqueous mass-wasting, lake water oscillations
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Suhatril, Meldi, Ismail Othman, Mustaffa Kamal Shuib, et al. "Review on Seismic Hazard Parameters for Design and Construction of Large Dams in Peninsular Malaysia." In Water Resources Development and Management. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-1971-0_5.

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Majidi, Reza Feijani, Mohammad Reza Mahdavifar, and Mohammad Kashanchi. "Estimating the Strength Parameters of Geological Formations Using Fuzzy Sets and its Application in Generating Seismic–Landslide Hazard Maps." In Earthquake-Induced Landslides. Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-32238-9_88.

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Häusler, Mauro, Franziska Glueer, and Donat Fäh. "The Changing Seismic Site Response of the Brienz/Brinzauls Rock Slope Instability: Insights from 5 Years of Monitoring Before, During and After a Partial Collapse in June 2023." In Progress in Landslide Research and Technology. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-72736-8_4.

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AbstractUnstable rock slopes pose significant hazards, requiring reliable monitoring for effective mitigation. However, existing methods often struggle to capture the dynamic nature of these environments, highlighting the need for enhanced monitoring techniques. This study investigates the Brienz/Brinzauls landslide in Switzerland to deepen our understanding through passive seismic techniques. The objective is to gain insights into the evolving seismic response of active slopes before, during and after collapse events, thus, filling gaps in our understanding of the dynamics of the seismic resp
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Scott, S. G., J. J. Bommer, and S. K. Sarma. "Definition of hazard-consistent ground motions through multi-parameter seismic hazard assessment." In Seismic Design Practice into the Next Century. Routledge, 2022. http://dx.doi.org/10.1201/9780203740026-32.

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Scott, S. G., J. J. Bommer, and S. K. Sarma. "Definition of hazard-consistent ground motions through multi-parameter seismic hazard assessment." In Seismic Design Practice into the Next Century. Routledge, 2022. http://dx.doi.org/10.1201/9780203740026-32.

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Conference papers on the topic "Seismic hazard parameters"

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Fulawka, Krzysztof, Piotr Mertuszka, Lech Solecki, Marcin Szumny, and Roman Kolodziej. "IDENTIFICATION OF AREAS PRONE TO SEISMIC ACTIVITY OCCURRENCE USING 3D FEM NUMERICAL SIMULATIONS." In 24th SGEM International Multidisciplinary Scientific GeoConference 24. STEF92 Technology, 2024. https://doi.org/10.5593/sgem2024/1.1/s03.41.

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The seismic hazard in Polish copper mines has remained continuously at a high level, generating a relatively large number of accidents and negatively affecting the continuity of the exploitation process. To minimize the threat, a number of preventive actions are taken to reduce the ability of the rock mass to accumulate stresses, which should ultimately result in a reduction in the number and energy of seismic phenomena. Unfortunately, as previous experience shows, the effectiveness of preventive measures is severely limited due to the lack of reliable information about zones of potential inst
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Krylov, Artem A., and Sergey A. Kovachev. "ASSESSMENT OF THE QUALITY FACTOR OF LITHOSPHERE FOR THE LENA DELTA (LAPTEV SEA REGION)." In 24th SGEM International Multidisciplinary Scientific GeoConference 24. STEF92 Technology, 2024. https://doi.org/10.5593/sgem2024/1.1/s05.59.

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The parameters of strong ground motions necessary for seismic hazard assessing of construction sites have pronounced regional differences. In inaccessible and poorly studied areas, the development of a ground motion prediction equation (GMPE) requires determination of regional characteristics of the radiation and propagation of seismic waves, in particular, the quality factor of the lithosphere. This work is devoted to determination of the quality factor and its frequency dependence for the Lena Delta, one of the key areas of the Laptev Sea region, the most seismically active of all Arctic mar
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Ghosh, A. K., and H. S. Kushwaha. "Seismic Hazard Analysis for an NPP Site." In 12th International Conference on Nuclear Engineering. ASMEDC, 2004. http://dx.doi.org/10.1115/icone12-49475.

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The various uncertainties and randomness associated with the occurrence of earthquakes and the consequences of their effects on the NPP components and structures call for a probabilistic seismic risk assessment (PSRA). However, traditionally, the seismic design basis ground motion has been specified by normalised response spectral shapes and peak ground acceleration (PGA). The mean recurrence interval (MRI) used to be computed for PGA only. The present work develops uniform hazard response spectra i.e. spectra having the same MRI at all frequencies for Kakrapar Atomic Power Station site. Sensi
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Leyendecker, E. V., A. D. Frankel, and S. C. Harmsen. "New Tools to Determine Seismic Hazard and Other Seismic Parameters for the United States." In Structures Congress 2001. American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40558(2001)66.

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IZQUIERDO-HORNA, LUIS, and PATRICIA ARANIBAR. "PROPOSAL OF TERRITORIAL PARAMETERS FOR SEISMIC HAZARD ASSESSMENT IN PISCO, PERU." In ERES 2021. WIT Press, 2021. http://dx.doi.org/10.2495/eres210041.

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Ucar, Fatih. "ESTIMATION OF THE SEISMIC HAZARD PARAMETERS OF THE CITY OF ANTALYA, SOUTHWEST TURKEY." In 16th International Multidisciplinary Scientific GeoConference SGEM2016. Stef92 Technology, 2016. http://dx.doi.org/10.5593/sgem2016/b13/s05.061.

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Halldorsson, Benedikt, Milad Kowsari, Farnaz Bayat, Atefe Darzi, and Hamed Davari. "TOWARDS A HYBRID SEISMIC HAZARD MODEL FOR ICELAND." In 3rd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2025. https://doi.org/10.5592/co/3crocee.2025.161.

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Probabilistic seismic hazard assessment (PSHA) is the international standard practice for seismic risk management worldwide and is used as the foundation for evaluating the basis peak ground motion parameters used by structural building codes for earthquake resistant design (e.g., Eurocode 8). While the existing PSHA map for Iceland, the Icelandic National Annex to Eurocode 8, has effectively not been updated for more than two decades, it still is a more realistic map compared to those that recent European efforts have produced, the ESHM13 and ESHM20. However, the PSHA map for Iceland requires
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Kalman Šipoš, Tanja, and Adriana Brandis. "INFLUENCE OF GROUND MOTION PARAMETERS ON SEISMIC RESPONSE." In 3rd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2025. https://doi.org/10.5592/co/3crocee.2025.128.

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To establish a connection with structural vulnerability, ground motions generate intricate datasets distinguished by various properties. The objective of the investigation is to evaluate the impact of specific seismic record properties on the nonlinear structural response of buildings, with the ultimate goal of determining the characteristics that have the most significant effect on structural vulnerability. An experimental model, the ICONS, was employed to calibrate a numerical nonlinear model for the study. This model depicts existing buildings that were constructed without regard for seismi
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Semenova, Yu, and O. Kendzera. "Influence of a soil strata with rheological properties on parameters of a seismic hazard." In 11th International Conference on Monitoring of Geological Processes and Ecological Condition of the Environment. EAGE Publications BV, 2018. http://dx.doi.org/10.3997/2214-4609.201800093.

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Wang, Yuqing, Lingzhi Li, and Dongmei Wang. "A Study of Seismic Probability Safety Assessment for a Typical Three-Loop Pressurized Water Reactor Nuclear Power Plant." In 2017 25th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/icone25-67793.

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An introduction of the background, purpose and the methodology of seismic Probability Safety Assessment (PSA) for the typical three-loop pressurized water reactor nuclear power plant are firstly given. Seismic hazard curves for the site of the plant are developed through Probabilistic Seismic Hazard Analysis (PSHA). With the input of site specific Uniform Hazard Response Spectrums (UHRSs), Soil-Structure Interaction analysis is completed using multiple time-history analysis method. After the development of the seismic equipment list, a screening process is completed with screening criteria det
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Reports on the topic "Seismic hazard parameters"

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

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The purpose of this study was to determine the seismic hazards that can affect Pohnpei Island and provide estimates of the ground motion parameters. The primary parameters are peak ground acceleration (PGA), pseudo-spectral acceleration (PSA), and velocity. These values were determined both probabilistically and deterministically to illustrate the overall seismic hazard to Pohnpei Island. A review was conducted of the technical literature to determine geologic studies that have been performed for characterization of the island’s volcanism, stratigraphy, and tectonism. This report is a desktop
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Bernreuter, D., W. Foxall, and J. Savy. Probabilistic seismic hazard characterization and design parameters for the Pantex Plant. Office of Scientific and Technical Information (OSTI), 1998. http://dx.doi.org/10.2172/2889.

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Savy, J. B., and W. Foxall. Probabilistic Seismic Hazard Characterization and Design Parameters for the Sites of the Nuclear Power Plants of Ukraine. Office of Scientific and Technical Information (OSTI), 2000. http://dx.doi.org/10.2172/792633.

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Griffin, J., M. Gerstenberger, T. Allen, et al. Expert elicitation of model parameters for the 2018 National Seismic Hazard Assessment: Summary of workshop, methodology and outcomes. Geoscience Australia, 2018. http://dx.doi.org/10.11636/record.2018.028.

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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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6

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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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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8

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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Abstract:
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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9

Schiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Cripple Wall Small-Component - Test Program: Comparisons (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/lohh5109.

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Abstract:
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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10

Donahue, Jennifer, Jonathan Stewart, Nicolas Gregor, and Yousef Bozorgnia. Ground-Motion Directivity Modeling for Seismic Hazard Applications. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2019. http://dx.doi.org/10.55461/gphh9609.

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We reviewed five models for modifying the natural log mean and within-event standard deviation of ground-motion models (GMMs) to account for directivity effects in the near-fault environment. We found broad consistency for strike–slip ruptures, with positive and negative directivity effects for cases of rupture towards and away from a site of interest, respectively. We found substantial divergence among directivity models for reverse slip, with some providing maximum directivity for sites positioned to experience the peak alignment of rupture direction with the fault-slip direction (this occur
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