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Letteratura scientifica selezionata sul tema "SEISMIC CONDITION"

Autore: Grafiati

Pubblicato: 11 settembre 2023

Ultima modifica: 25 luglio 2025

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Articoli di riviste sul tema "SEISMIC CONDITION"

Shin, Changsoo. "Sponge boundary condition for frequency‐domain modeling." GEOPHYSICS 60, no. 6 (1995): 1870–74. http://dx.doi.org/10.1190/1.1443918.

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Several techniques have been developed to get rid of edge reflections from artificial boundaries. One of them is to use paraxial approximations of the scalar and elastic wave equations. The other is to attenuate the seismic waves inside the artificial boundary by a gradual reduction of amplitudes. These techniques have been successfully applied to minimize unwanted seismic waves for time‐domain seismic modeling. Unlike time‐domain seismic modeling, suppression of edge reflections from artificial boundaries has not been successful in frequency‐domain seismic modeling. Rayleigh waves caused by c

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Kanhaiya, Krishnakant, and Dr Ajay Kumar Jain. "“A Comparative Study of Circular Water Tank in Two Different Loading Conditions (Seismic and Wind Load Condition) using Staad-Pro”." International Journal of Innovative Technology and Exploring Engineering 11, no. 3 (2022): 75–79. http://dx.doi.org/10.35940/ijitee.l9562.0111322.

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In this paper a comparison of the two loading combinations of a circular water tank i.e. seismic and wind load conditions have been made. The STAADPro software has been used to analyze the circular water tank structure and to compare both the loading combinations. Two similar models of a circular water tank were created, provided with the required attributes (i.e. loading conditions, zones etc.) and were analyzed in both, seismic load condition and wind load condition. The comparison of results from both the analyses revealed that, due to lower seismic zones, the effect of earthquake is slight

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Krishnakant, Kanhaiya, and Ajay Kumar Jain Dr. "A Comparative Study of Circular Water Tank in Two Different Loading Conditions (Seismic and Wind Load Condition) using Staad-Pro." International Journal of Innovative Technology and Exploring Engineering (IJITEE) 11, no. 3 (2022): 75–79. https://doi.org/10.35940/ijitee.L9562.0111322.

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<strong>Abstract:</strong> In this paper a comparison of the two loading combinations of a circular water tank i.e. seismic and wind load conditions have been made. The STAADPro software has been used to analyze the circular water tank structure and to compare both the loading combinations. Two similar models of a circular water tank were created, provided with the required attributes (i.e. loading conditions, zones etc.) and were analyzed in both, seismic load condition and wind load condition. The comparison of results from both the analyses revealed that, due to lower seismic zones, the eff

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Selvan, Veluswamy. "Seismic Analysis of RCC Water Tanks under Near-Fault Condition." Nanomedicine & Nanotechnology Open Access 8, no. 3 (2023): 1–5. http://dx.doi.org/10.23880/nnoa-16000252.

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Reinforced concrete water tank plays a important role in providing sustainable water supply to the our community. We use water supply for our daily basic needs, industrial needs, agriculture, firefighting purposes etc. Due to its importance factor, water tank’s structural integrity was important during an critical event of time. Seismic design of reinforced concrete water tanks is a critical aspect of ensuring the safety and functionality of these structures during seismic activities. The importance of seismic design for reinforced concrete water tanks extends beyond just safeguarding the tank

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Bhattarai, Shishir, and Prem Nath Maskey. "Effect of Linear Soil Condition on Seismic Inputs." Technical Journal 2, no. 1 (2020): 48–55. http://dx.doi.org/10.3126/tj.v2i1.32829.

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Seismic inputs to structures in terms of risk consistent response spectrum and seismic hazard curves are developed at bedrock level considering ten independent seismic source zone in the vicinity of the Kathmandu valley. The seismic hazard curve is derived by assuming temporal occurrence of earthquakes to follow Poisson model. Response spectrum is developed using an empirical relationship of spectral ordinates with magnitude of earthquakes and epicentral distance. The seismic risk factor is introduced in response spectrum using conditional probabilities. Power spectral density function consist

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Janardan, Ankita. "Assessment of RC Frame Structure under Different Seismic Condition." International Journal for Research in Applied Science and Engineering Technology 12, no. 5 (2024): 1852–61. http://dx.doi.org/10.22214/ijraset.2024.61930.

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Abstract: Structures in seismic zones are especially prone to collapse during significant ground motion occurrences. This susceptibility is sometimes linked to flaws in seismic design principles, notably in the selection of suitable structural systems. Equivalent static analysis, which is often employed in seismic design, may not accurately account for the structure's strength and stiffness. As a result, ground floor columns may become highly reinforced, thereby lowering ductility, and causing poor performance. This thesis offers a parametric study of an RC frame structure developed for variou

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Jiang, Huanjun, Yong Wang, and Liusheng He. "Study of Seismic Performance of Chinese-Style Single-Layer Suspended Ceiling System by Shaking Table Tests." Advances in Civil Engineering 2021 (September 13, 2021): 1–14. http://dx.doi.org/10.1155/2021/9861722.

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During some recent earthquakes, the suspended ceiling system (SCS) in buildings suffered severe damage. The seismic performance of SCS attracted more attention from researchers. In this study, full-scale shaking table tests on two Chinese-style single-layer SCSs with different boundary conditions are conducted. The seismic damage and earthquake responses, including acceleration, displacement, and strain responses, are compared. The effect of the boundary condition on the seismic performance of the SCS is studied. It is found that the seismic performance of the SCS is significantly affected by

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Duan, Jin Xi, and Z. Shen. "Elastic Seismic Response of Steel-Concrete Composite Frames with Partial Interaction." Applied Mechanics and Materials 268-270 (December 2012): 729–32. http://dx.doi.org/10.4028/www.scientific.net/amm.268-270.729.

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The finite element formulations of steel-concrete composite (SCC) beams considering interlayer slip with end shear restraint is established. Elastic seismic response of SCC frame structures under different shear connection stiffness and slip boundary conditions are examined. The influences of the shear connection stiffness and the slip boundary condition on elastic seismic response are analyzed. With the shear connection stiffness increasing, the free vibration frequencies increase and the seismic responses decrease. The natural vibration properties of SCC frame structures and seismic response

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Weibull, Wiktor Waldemar, and Børge Arntsen. "Reverse-time demigration using the extended-imaging condition." GEOPHYSICS 79, no. 3 (2014): WA97—WA105. http://dx.doi.org/10.1190/geo2013-0232.1.

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The forward and inverse process of seismic migration and demigration or remodeling has many useful applications in seismic data processing. We evaluated a method to reobtain the seismic reflection data after migration, by inverting the common image point gathers produced by reverse-time migration (RTM) with an extended-imaging condition. This provided a transformation of the results of seismic data processing in the image domain back to the data domain. To be able to reconstruct the data with high fidelity, we set up demigration as a least-squares inverse problem and we solved it iteratively u

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Annisa, Risa, Miftahul Jannah, Adhi Harmoko Saputro, and Titik Lestari. "Enhancing Seismic Data Accuracy: An Advanced Health Diagnosis Method for Seismometers Performance Evaluation." Journal of Physics: Conference Series 2866, no. 1 (2024): 012049. http://dx.doi.org/10.1088/1742-6596/2866/1/012049.

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Abstract Seismometers play a crucial role in monitoring seismic activities, yet their performance can degrade over time due to environmental conditions, aging components, and external disturbances. This study introduces an innovative seismometer health diagnosis method based on seismic signal analysis tailored for the Indonesian earthquake station network. The proposed method involves trim signal, signal resampling, filtering, and deconvolution of instrument response to process seismic data from the earthquake station network in Indonesia, specifically from Honshu, Japan 2024 of seismic events

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Tesi sul tema "SEISMIC CONDITION"

Ronda, Afonso Jose. "Railway formation condition assessment using seismic surface waves." Diss., University of Pretoria, 2016. http://hdl.handle.net/2263/66239.

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The demands of railway transport have been changing over the 150 years of existence of this type of transport in South Africa, specifically the performance requirements of the formation to cater for new traffic requirements. As such, it is important to assess the condition of this vital part of a railway track. This dissertation covers a research project conducted on two railway lines in which measurements of ground vibration were conducted in order to perform geophysical analysis and characterise the formation based on the results obtained. Measurements were taken on a 26 ton axle load track

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Gibson, Jeremy S. "Seismic Communication in a Wolf Spider." University of Cincinnati / OhioLINK, 2006. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1147803220.

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King, Jack R. C. "Artificial boundary conditions for simulations of seismic air-gun bubbles." Thesis, University of Edinburgh, 2015. http://hdl.handle.net/1842/15898.

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Marine seismic exploration is a method employed by the hydrocarbon industry to find geological structures in the sub-surface with the potential to contain trapped hydrocarbons. A source of seismic energy is towed behind a ship. The energy produced by the source propagates as a sound wave through the sea into the sub-surface. Within the sub-surface the energy is reflected, refracted and diffracted. The ship also tows an array of hydrophones behind the seismic source, and these are used to measure the wavefield. If the source signal is known, then the received signal at each hydrophone can be de

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Hill, Robert L. "Departures from adiabatic conditions for the earth." Virtual Press, 1991. http://liblink.bsu.edu/uhtbin/catkey/834615.

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The best type of information about the Earth's interior is seismic. Seismic wave velocity depends on the value of the bulk modulus of the rock. The geophysicist Sir Harold Jeffreys derived a relation between temperature and bulk modulus for solids. From this, and the well known variation of velocity with bulk modulus for solids, we derived the variation of velocity for solids with temperature. We compared this relation to general data on rocks in order to test Jeffreys' predictions in our applications. Next, using the above relation as well as the well known relation between temperature and ra

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Peters, Leo Everett Anandakrishnan Sridhar. "A seismic investigation of basal conditions in glaciated regions." [University Park, Pa.] : Pennsylvania State University, 2009. http://etda.libraries.psu.edu/theses/approved/WorldWideIndex/ETD-4574/index.html.

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Holleran, Michael. "Seismic performance of reinforced concrete bridge piers under simulated winter conditions." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape17/PQDD_0029/MQ38684.pdf.

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Nordqvist, Anders. "Application of ultrasonic cross-hole seismics to hard rock conditions." Licentiate thesis, Luleå tekniska universitet, 1986. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-17809.

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Klien, Elena Maria Christina. "Perfectly matched layer boundary conditions in two numerical methods for seismic wave calculations." Thesis, University of Cambridge, 2008. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.612257.

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Lam, Frank C. F. "Analytical and experimental studies of the behaviour of equipment vibration isolators under seismic conditions." Thesis, University of British Columbia, 1985. http://hdl.handle.net/2429/25110.

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Analytical and experimental studies of the behaviour of equipment vibration isolators under seismic conditions are presented. A preliminary parametric study of the effect of equipment-structure interaction on the ultimate equipment response of general equipment-structure systems is considered first. The results of this study indicate the conditions under which a non-interactive approach can yield adequate ultimate equipment response estimates. A model of a prototype air handling unit mounted on vibration isolators was constructed for use in the experimental studies. Two types of vibration is

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Carbone, Laura. "Interface behaviour of geosynthetics in landfill cover systems under static and seismic loading conditions." Thesis, Grenoble, 2014. http://www.theses.fr/2014GRENU006/document.

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Les Installations de Stockage de Déchets actuelles sont munies de barrieres de confinement composites géosynthétiques et minerales. En couverture, les interfaces entre composants de ces systèmes installés sur forte pente peuvent constituer des surfaces de glissement préférentiel. L'étude de ces interfaces est donc cruciale pour l'évaluation de la stabilité des barrières de ces installations. Le comportement de ces interfaces, en particuliers des interfaces géosynthétique - géosynthétique se révèle complexe: il va dépendre de la nature des polymères, de l'endommagement , de la vitesse de glisse

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Libri sul tema "SEISMIC CONDITION"

S, Fuis Gary, and Geological Survey (U.S.), eds. Empirical relationship among shot size, shotpoint site condition, and recording distance for 1984-1987 U.S. Geological Survey Seismic-Refraction Data. U.S. Geological Survey, 1989.

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Kowalsky, M. J. Shear behavior of lightweight concrete columns under seismic conditions. Dept. of Applied Mechanics & Engineering Sciences, Division of Structural Engineering, University of California, San Diego, 1995.

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Gibbs, James F. Seismic velocities and geological conditions at twelve sites subjected to strong ground motion in the 1994 Northridge, California, earthquake. U.S. Dept. of the Interior, U.S. Geological Survey, 1996.

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F, Gibbs James, and Geological Survey (U.S.), eds. Seismic velocities and geological conditions at twelve sites subjected to strong ground motion in the 1994 Northridge, California, earthquake: A revision of OFR 96-740. U.S. Dept. of the Interior, U.S. Geological Survey, 1999.

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Tan, Mai Thanh. The enhancement of seismic prospecting effectiveness for oil and gas under the conditions of the sedimentary basins in the continental shelf of Vietnam. Akademia Górniczo-Hutnicza im. S. Staszica w Krakowie, 1990.

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Crespellani, Teresa, ed. Terremoto e ricerca. Firenze University Press, 2008. http://dx.doi.org/10.36253/978-88-8453-819-2.

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The profound cultural transformation that has taken place in Italian seismic studies in the last ten years is distinguished by the growing interest in the problem of assessing the effects of earthquakes linked to local conditions, and in the related issue of a precise definition of the properties of the soil in the sphere of the dynamic and cyclical stresses induced by seismic actions. Despite the profound awareness of the extent to which the nature of the soil contributes to the destructive effects of earthquakes, we are still a long way from the possibility of a realistic forecast of the sei

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Lampropoulos, Andreas, ed. Case Studies on Conservation and Seismic Strengthening/Retrofitting of Existing Structures. International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/cs002.

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<p>Recent earthquakes have demonstrated that despite the continuous developments of novel materials and new strengthening techniques, the majority of the existing structures are still unprotected and at high seismic risk. The repair and strengthening framework is a complex process and there are often barriers in the preventative upgrade of the existing structures related to the cost of the applications and the limited expertise of the engineers. The engineers need to consider various options thoroughly and the selection of the appropriate strategy is a crucial parameter for the success o

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Tanaka, Osamu. Nihonjin to shihon shugi no seishin. Kabushiki Kaisha Chikuma Shobō, 2017.

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Oguchi, Yūkō. Seishi ōkoku no jidai ni ikite. Azami Shobō, 1990.

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Capitoli di libri sul tema "SEISMIC CONDITION"

Helaili, Sofiene. "Seismic Behavior of a Building Structure Reinforced with Composite Trusses." In Applied Condition Monitoring. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-34190-8_37.

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Polak, Marta, Jakub Obuchowski, Agnieszka Wyłomańska, and Radosław Zimroz. "Seismic Signal Enhancement via AR Filtering and Spatial Time-Frequency Denoising." In Applied Condition Monitoring. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-51445-1_4.

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Yaktine, Abed El Rahman, Magdalini Titirla, and Walid Larbi. "Effects of LRB Isolators and Viscous Dampers on Seismic Isolated Irregular Reinforced Concrete Buildings." In Applied Condition Monitoring. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-34190-8_15.

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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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Wodecki, Jacek, Anna Michalak, Paweł Stefaniak, Agnieszka Wyłomańska, and Radosław Zimroz. "Combination of Kolmogorov-Smirnov Statistic and Time-Frequency Representation for P-Wave Arrival Detection in Seismic Signal." In Applied Condition Monitoring. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-22529-2_9.

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Turer, Ahmet. "Condition Assessment Techniques Used for Non-Building Structures." In Seismic Assessment and Rehabilitation of Existing Buildings. Springer Netherlands, 2003. http://dx.doi.org/10.1007/978-94-010-0021-5_11.

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Wang, Qi, and Shunzhong Yao. "Seismic Performance Analysis of Non-uniformly Corroded Reinforced Concrete Column Assembly Joints Strengthened with CFRP." In Novel Technology and Whole-Process Management in Prefabricated Building. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5108-2_30.

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AbstractIn order to analyze the seismic behavior of non uniformly corroded reinforced concrete column assembly joints strengthened with CFRP. In this paper, one corroded and unreinforced RC column specimen and four corroded but CFRP Reinforced RC column specimens were fabricated. According to the hysteretic curve, the skeleton curve change and stiffness degradation of each specimen are analyzed, and the load displacement condition of the assembled joint is judged. According to the strain of the assembled joint of reinforced concrete column, the ductility, energy consumption and other propertie

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Ghavidel, A., A. Du, and S. Kameshwar. "Combining condition deterioration and seismic risks for bridge asset management." In Bridge Maintenance, Safety, Management, Digitalization and Sustainability. CRC Press, 2024. http://dx.doi.org/10.1201/9781003483755-321.

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Fan, Yuhang. "Shear strength variation of acid polluted laterite at soaking condition." In Advances in Civil Engineering: Structural Seismic Resistance, Monitoring and Detection. CRC Press, 2022. http://dx.doi.org/10.1201/9781003310884-24.

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Hazari, Suman, Sima Ghosh, and Richi Prasad Sharma. "A Comparative Study of Soil Slope Stability Under Seismic Loading Condition." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6233-4_2.

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Atti di convegni sul tema "SEISMIC CONDITION"

Caner, Alp, and Debra Moolin. "Integration of Seismic Vulnerabilities into Bridge Asset Management." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.0483.

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<p>A bridge asset management system generally includes inventory data, inspection records, monitoring information, condition assessments, life cycle cost analyses, and prioritization of needs for bridges under operation. However, there are few studies that incorporate the seismic vulnerabilities of bridges into these management systems. The seismic vulnerabilities of a structure are primarily influenced by factors such as the seismic zone, soil type, anticipated ground motion during the bridge’s remaining lifespan, and the predicted condition of the bridge during a seismic event. This pa

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Malytskyy, D., A. Parfeniuk, A. Gnyp, O. Hrytsai, and O. Mykhailova. "Models of seismic sources." In 11th International Conference on Monitoring of Geological Processes and Ecological Condition of the Environment. EAGE Publications BV, 2018. http://dx.doi.org/10.3997/2214-4609.201800081.

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P. Perrone, M., and M. A. Perrone. "Accelerating Seismic Imaging Using Novel Boundary Condition Handling." In 74th EAGE Conference and Exhibition incorporating EUROPEC 2012. EAGE Publications BV, 2012. http://dx.doi.org/10.3997/2214-4609.20148373.

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Lee, Jun-Woo, and Dong-Joo Min. "Improvement of sponge boundary condition for seismic wave modeling." In SEG Technical Program Expanded Abstracts 2019. Society of Exploration Geophysicists, 2019. http://dx.doi.org/10.1190/segam2019-3211925.1.

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Ng, Mark. "Using time‐shift imaging condition for seismic migration interpolation." In SEG Technical Program Expanded Abstracts 2007. Society of Exploration Geophysicists, 2007. http://dx.doi.org/10.1190/1.2792961.

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Dovbnich, M., and I. Viktosenko. "Regional Model Vs30 and Seismic Ground Types for Ukraine." In 17th International Conference Monitoring of Geological Processes and Ecological Condition of the Environment. European Association of Geoscientists & Engineers, 2023. http://dx.doi.org/10.3997/2214-4609.2023520159.

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Whiteley, Robert J. "Condition Risk Assessment of Underground Utilities with SEWREEL Seismic Imaging." In Symposium on the Application of Geophysics to Engineering and Environmental Problems 2001. Environment and Engineering Geophysical Society, 2001. http://dx.doi.org/10.4133/1.2922860.

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Gucunski, Nenad, Strahimir Antoljak, and Ali Maher. "Seismic Methods in Post Construction Condition Monitoring of Bridge Decks." In Geo-Denver 2000. American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40521(296)3.

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Xianguo, Huang, Wei Tie, Zhang Rujie, and Wei Guowei. "Application of Broadband Seismic Acquisition under the Complex Exploration Condition." In International Geophysical Conference, Beijing, China, 24-27 April 2018. Society of Exploration Geophysicists and Chinese Petroleum Society, 2018. http://dx.doi.org/10.1190/igc2018-040.

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J. Whiteley, Robert. "Condition Risk Assessment Of Underground Utilities With Sewreel Seismic Imaging." In 14th EEGS Symposium on the Application of Geophysics to Engineering and Environmental Problems. European Association of Geoscientists & Engineers, 2001. http://dx.doi.org/10.3997/2214-4609-pdb.192.bcf_1.

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Rapporti di organizzazioni sul tema "SEISMIC CONDITION"

Tucay, J., B. Weaver, R. Hamberger, and M. Sampson. Seismic Condition Assessment of the B332 Building Structure – Seismic Structural Evaluation of the Plenum Equipment Building. Office of Scientific and Technical Information (OSTI), 2020. http://dx.doi.org/10.2172/1670545.

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Simms, Janet, Benjamin Breland, and William Doll. Geophysical investigation to assess condition of grouted scour hole : Old River Control Complex—Low Sill Concordia Parish, Louisiana. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/41863.

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Geophysical surveys, both land-based and water-borne, were conducted at the Old River Control Complex‒Low Sill, Concordia Parish, LA. The purpose of the surveys was to assess the condition of the grout within the scour region resulting from the 1973 flood event, including identification of potential voids within the grout. Information from the ground studies will also be used for calibration of subsequent marine geophysical data and used in stability analysis studies. The water-borne survey consisted of towed low frequency (16-80 MHz) ground penetrating radar (GPR), whereas the land-based surv

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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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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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Welch, David, and Gregory Deierlein. Technical Background Report for Structural Analysis and Performance Assessment (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/yyqh3072.

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This report outlines the development of earthquake damage functions and comparative loss metrics for single-family wood-frame buildings with and without seismic retrofit of vulnerable cripple wall and stem wall conditions. The underlying goal of the study is to quantify the benefits of the seismic retrofit in terms of reduced earthquake damage and repair or reconstruction costs. The earthquake damage and economic losses are evaluated based on the FEMA P-58 methodology, which incorporates detailed building information and analyses to characterize the seismic hazard, structural response, earthqu

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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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Abstract (sommario):

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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Goulet, Christine, Yousef Bozorgnia, Nicolas Kuehn, et al. NGA-East Ground-Motion Models for the U.S. Geological Survey National Seismic Hazard Maps. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2017. http://dx.doi.org/10.55461/qozj4825.

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The purpose of this report is to provide a set of ground motion models (GMMs) to be considered by the U.S. Geological Survey (USGS) for their National Seismic Hazard Maps (NSHMs) for the Central and Eastern U.S. (CEUS). These interim GMMs are adjusted and modified from a set of preliminary models developed as part of the Next Generation Attenuation for Central and Eastern North-America (CENA) project (NGA-East). The NGA-East objective was to develop a new ground-motion characterization (GMC) model for the CENA region. The GMC model consists of a set of GMMs for median and standard deviation of

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Schiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Comparison of the Response of Small- and Large-Component Cripple Wall Specimens Tested under Simulated Seismic Loading (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/iyca1674.

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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 (sommario):

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

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The U.S. Geological Survey (USGS) national seismic hazard maps have historically been produced for a reference site condition of VS30 = 760 m/sec (where VS30 is time averaged shear wave velocity in the upper 30 m of the site). The resulting ground motions are modified for five site classes (A-E) using site amplification factors for peak acceleration and ranges of short- and long-oscillator periods. As a result of Project 17 recommendations, this practice is being revised: (1) maps will be produced for a range of site conditions (as represented by VS30 ) instead of a single reference condition;

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