Relevant bibliographies by topics / Low-To-Moderate seismicity

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

Academic literature on the topic 'Low-To-Moderate seismicity'

Author: Grafiati
Published: 8 June 2024
Last updated: 31 July 2025

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Journal articles on the topic "Low-To-Moderate seismicity"

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C.V.R.Murty and Javed N. Malik. "Challenges of Low-to-Moderate Seismicity in India." Electronic Journal of Structural Engineering, no. 01 (March 28, 2008): 77–87. http://dx.doi.org/10.56748/ejse.8801.

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India is a vast country that is growing even faster. Particularly over the last decade, there has been a sudden spurt in the construction activity in the country, especially in the large low-to-moderate seismic regions of the country. But, no systems are in place to regulate these massive constructions to ensure seismic safety. This paper raises the challenges in the current practice and provides measures to overcome them. In particular, the paper argues for separate provisions for the design and construction of structures in low-tomoderate seismic regions.
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Fardipour, M., E. L.umantarna, N. Lam, J. Wilson, and E. Gad. "Drift Demand Predictions in Low to Moderate Seismicity Regions." Australian Journal of Structural Engineering 11, no. 3 (2010): 195–206. http://dx.doi.org/10.1080/13287982.2010.11465066.

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Mergos, Panagiotis E., and Katrin Beyer. "Loading protocols for European regions of low to moderate seismicity." Bulletin of Earthquake Engineering 12, no. 6 (2014): 2507–30. http://dx.doi.org/10.1007/s10518-014-9603-3.

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Kim, Hyung-Joon, and Dong-Hyeon Shin. "Analytical Evaluation of MCE Collapse Performance of Seismically Base Isolated Buildings Located at Low-to-Moderate Seismicity Regions." Applied Sciences 10, no. 24 (2020): 9150. http://dx.doi.org/10.3390/app10249150.

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The promising seismic response emerged by the concept of base isolation leads to increasing practical applications into buildings located at low-to-moderate seismicity regions. However, it is questionable that their collapse capacities can be ensured with reasonable reliability, although they would be designed according to a current seismic design code. This paper aims to investigate the collapse capacities of isolated buildings governed by the prescribed design criteria on the displacement and strength capacities of the employed isolation systems. In order to evaluate their collapse capacity
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Nordenson, Guy J. P., and Glenn R. Bell. "Seismic Design Requirements for Regions of Moderate Seismicity." Earthquake Spectra 16, no. 1 (2000): 205–25. http://dx.doi.org/10.1193/1.1586091.

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The need for earthquake-resistant construction in areas of low-to-moderate seismicity has been recognized through the adoption of code requirements in the United States and other countries only in the past quarter century. This is largely a result of improved assessment of seismic hazard and examples of recent moderate earthquakes in regions of both moderate and high seismicity, including the San Fernando (1971), Mexico City (1985), Loma Prieta (1989), and Northridge (1994) earthquakes. In addition, improved understanding and estimates of older earthquakes in the eastern United States such as
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R.K.L. Su. "Seismic Behaviour of Buildings with Transfer Structures in Low-to- Moderate Seismicity Regions." Electronic Journal of Structural Engineering, no. 01 (March 28, 2008): 99–109. http://dx.doi.org/10.56748/ejse.9001.

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A literature review has been conducted aimed at improving the general understanding of the seismic response of concrete buildings with transfer structures in low-to-moderate seismicity regions. This paper summarizes and discusses the existing codified requirements for transfer structure design under seismic conditions. Based on the previous shaking table test results and numerical findings, the seismic effects on the inelastic behaviours of transfer structures are investigated. The mechanisms for the formation of a soft storey below transfer floors, the abrupt change in inter-storey drift near
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Tsang, Hing-Ho. "Evaluation of codified elastic design spectrum models for regions of low-to-moderate seismicity." Soil Dynamics and Earthquake Engineering 70 (March 2015): 148–52. http://dx.doi.org/10.1016/j.soildyn.2014.12.016.

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Kanyilmaz, Alper, Hervé Degée, and Carlo Andrea Castiglioni. "An adjusted design approach for concentrically braced frames in low-to-moderate seismicity areas." Bulletin of Earthquake Engineering 16, no. 9 (2018): 4159–89. http://dx.doi.org/10.1007/s10518-018-0402-0.

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Wilson, John, Nelson Lam, and L. Pham. "Development of the New Australian Earthquake Loading Standard." Electronic Journal of Structural Engineering, no. 01 (March 28, 2008): 25–31. http://dx.doi.org/10.56748/ejse.8301.

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This paper outlines the development of the Australian Earthquake Loading Standard, AS1170.4 published in 2007. Australia is a country of low to moderate seismicity with a number of Magnitude 6.8 events recorded and a moderate 5.6 magnitude event in Newcastle in 1989 that killed 13 people and caused in excess of $2 Billion damage. A new design response spectrum has been developed for Australia which has a very good representation of accelerations, velocities and displacements for rock and soft soil sites. The methodology used to develop the spectrum could be extended to other countries of low t
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Islam, A. B. M. Saiful, Syed Ishtiaq Ahmad, Mohammed Jameel, and Mohd Jumaat Zamin. "Seismic Base Isolation for Buildings in Regions of Low to Moderate Seismicity: Practical Alternative Design." Practice Periodical on Structural Design and Construction 17, no. 1 (2012): 13–20. http://dx.doi.org/10.1061/(asce)sc.1943-5576.0000093.

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Dissertations / Theses on the topic "Low-To-Moderate seismicity"

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Lens, John Edward. "Quantifying the Seismic Vulnerability of Bridges in Low to Moderate Seismicity Regions." ScholarWorks @ UVM, 2019. https://scholarworks.uvm.edu/graddis/1066.

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The U.S. Congressional Research Service issued a report for Congress in May 2016, entitled” Earthquake Risk and U.S. Highway Infrastructure: Frequently Asked Questions” which highlighted the absence of a national database on the status of seismic vulnerability of bridges or other infrastructure, and thus no estimate of costs to retrofit vulnerable bridges. Low to moderate seismicity regions exist in each of the continental United States, with over 30 states having mostly or entirely low-to-moderate seismicity. Resources at state transportation agencies and municipalities are focused on higher
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Sheikh, Md Neaz. "Simplified analysis of earthquake site response with particular application to low and moderate seismicity regions." Thesis, Hong Kong : University of Hong Kong, 2001. http://sunzi.lib.hku.hk/hkuto/record.jsp?B2353008x.

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Rockett, Paul. "On the estimation of seismic risk in low to moderate seismicity areas for purposes of insurance : a case study of Israel." Thesis, University of Cambridge, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.621954.

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Gouache, Corentin. "Générateur stochastique de séismes en contexte de sismicité faible à modérée : des données à l'aléa. Cas de la France métropolitaine." Electronic Thesis or Diss., Université de Lorraine, 2021. http://www.theses.fr/2021LORR0136.

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La France métropolitaine est éloignée des principales limites de plaques tectoniques. De ce fait, l'origine de la sismicité est plus difficile à comprendre que dans les régions actives localisées le long des limites de plaques. De plus, les données sismiques disponibles (séismes, accumulation des contraintes dans le sol, failles, mécanismes au foyer, etc.) y sont moins nombreuses. Ces observations sont deux des principaux freins rencontrés lorsque l'on souhaite caractériser l'aléa sismique sur un territoire à sismicité faible à modérée. L'approche proposée dans cette thèse s'appuie sur un géné
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Book chapters on the topic "Low-To-Moderate seismicity"

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Raza, Saim, Hing-Ho Tsang, Scott J. Menegon, and John L. Wilson. "Seismic Performance Assessment of Reinforced Concrete Columns in Regions of Low to Moderate Seismicity." In Resilient Structures and Infrastructure. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7446-3_11.

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Lumantarna, E., N. Lam, and J. Wilson. "Seismic assessment of asymmetrical buildings in low to moderate seismicity regions." In Incorporating Sustainable Practice in Mechanics and Structures of Materials. CRC Press, 2010. http://dx.doi.org/10.1201/b10571-62.

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Zugic Zeljko. "Probabilistic Methodology for Seismic Deformation Assessment of Slopes in Regions with Low to Moderate Seismicity." In Geotechnical Safety and Risk V. IOS Press, 2015. https://doi.org/10.3233/978-1-61499-580-7-219.

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Earthquake-induced sliding deformations are commonly used to assess the seismic performance of slopes. These deformations are the cumulative, downslope movement of a sliding mass occurred due to earthquake shaking, and represent the valuable indicator of risk and possible damage above slope. Current probabilistic procedures that use seismic slope displacements to evaluate the potential for slope instability typically are developed on basis of significant seismic data. The most common procedures are based on a deterministic approach or a pseudo-probabilistic approach, in which the variability i
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Zugic Zeljko. "Probabilistic Methodology for Seismic Deformation Assessment of Slopes in Regions with Low to Moderate Seismicity." In Geotechnical Safety and Risk V. IOS Press, 2015. https://doi.org/10.3233/978-1-61499-580-7-221.

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Earthquake-induced sliding deformations are commonly used to assess the seismic performance of slopes. These deformations are the cumulative, downslope movement of a sliding mass occurred due to earthquake shaking, and represent the valuable indicator of risk and possible damage above slope. Current probabilistic procedures that use seismic slope displacements to evaluate the potential for slope instability typically are developed on basis of significant seismic data. The most common procedures are based on a deterministic approach or a pseudo-probabilistic approach, in which the variability i
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Zhu, Junjiang, Sanzhong Li, Huilin Xing, et al. "Large-magnitude oceanic intraplate seismicity: Implications for lithosphere evolution." In In the Footsteps of Warren B. Hamilton: New Ideas in Earth Science. Geological Society of America, 2022. http://dx.doi.org/10.1130/2021.2553(10).

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ABSTRACT We analyzed 37 large oceanic intraplate earthquakes (M >6). The largest (M >7) are mainly concentrated under the Indian Ocean. Moderate events (6 < M < 7) are sparsely distributed under the Indian Ocean and other oceans where lithospheric ages are between 90 Ma and 20 Ma. Oceanic intraplate events related to mantle plumes or hotspots are rare, though low-velocity anomalies beneath hotspots are a common feature. Tomographic cross sections for Indian Ocean areas with large intraplate earthquakes indicate strong heterogeneity in the mantle. These earthquakes a
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Shahi, R., N. Lam, E. Gad, and J. Wilson. "Quasi-static testing protocol for simulating earthquake conditions in regions of low-moderate seismicity." In From Materials to Structures: Advancement through Innovation. CRC Press, 2012. http://dx.doi.org/10.1201/b15320-84.

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Conference papers on the topic "Low-To-Moderate seismicity"

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Aaqib, Muhammad, Shamsher Sadiq, Duhee Park, Youssef M. A. Hashash, and Menzer Pehlivan. "Importance of Implied Strength Correction for 1D Site Response at Shallow Sites at a Moderate to Low Seismicity Region." In Geotechnical Earthquake Engineering and Soil Dynamics V. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481462.043.

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Degée, Hervé, Yves Duchêne, and Benno Hoffmeister. "Performances of moment resisting frames with slender composite sections in low-to-moderate seismic areas." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7150.

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The aim of the recently completed European research program Meakado is therefore to study design options with requirements proportioned to the actual seismic context of constructions in areas characterized by a low or moderate seismic hazard, contrary to most researches aiming at maximizing the seismic performances. In this general framework, specific investigations have been carried out regarding typical beam profiles commonly used for multi-bay - multi-storey composite frames. In a first stage, experimental tests on class-3 composite beam-to-column connections were performed. The measurement
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KARALAR, Memduh, and Murat DİCLELİ. "COMPARATIVE ASSESSMENT OF THE EFFICIENCY OF SEISMIC İSOLATION FOR SEISMIC RETROFITTING OF HIGHWAY BRIDGES IN REGIONS OF LOW-TO-MODERATE SEISMICITY." In The 16th World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures. Russian Association for Earthquake Engineering and Protection from Natural and Manmade Hazards, 2019. http://dx.doi.org/10.37153/2686-7974-2019-16-411-417.

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Reuland, Yves, Lorenzo Diana, Pierino Lestuzzi, and Ian F. C. Smith. "Using data interpretation to enhance post-seismic decision making at urban scale." In IABSE Symposium, Guimarães 2019: Towards a Resilient Built Environment Risk and Asset Management. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/guimaraes.2019.1789.

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<p>Recent events around the globe are evidence that earthquake action is still a threat for many structures. Low replacement and retrofitting rates of urban housing mean that many buildings do not comply with seismic actions defined in present-day seismic codes and thus, important post- seismic assessment activities are still to be expected. City-scale resilience, which implies rapid recovery of building functionalities, is undermined by the slowness and qualitative nature of visual inspection (being current practice for post-seismic assessment). A methodology involving model- based inte
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Koh, Hyun-Moo, Kwan-Soon Park, and Junho Song. "Cost-Effectiveness Evaluation of Seismically Isolated Pool Structures Considering Fluid-Structure Interaction." In ASME 2002 Pressure Vessels and Piping Conference. ASMEDC, 2002. http://dx.doi.org/10.1115/pvp2002-1434.

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A procedure for evaluating cost-effectiveness of seismically isolated pool structures is presented. The ground motion is modeled as the spectral density function matching the response spectrum, which is specified in codes in terms of acceleration and site coefficients. Interaction between flexible walls and contained fluid is considered in the form of added mass matrix. The thickness of wall and the stiffness of isolator are used as main design variables while the minimum cost for comparison is estimated. Transfer function vector of the system is derived and spectral analysis method based on r
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Ormeni, Rrapo, Serkan Ozturk, Albana Hasimi, Erald Silo, and Elvin Como. "REGION-TIME-MAGNITUDE ANALYSES OF EARTHQAUKE ACTIVITY IN THE ELBASANI GEOTERMAL ZONE, ALBANIA." In 23rd SGEM International Multidisciplinary Scientific GeoConference 2023. STEF92 Technology, 2023. http://dx.doi.org/10.5593/sgem2023/1.1/s05.71.

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A detailed analysis of the b-value within the Elbasani fault zone, Albania, were studied. From instrumental seismicity in this area have been located 1830 seismic events, with magnitude Ml>0.5 Richter. In the zone of Elbasani, hot mineral water (thermal waters) spot out from natural springs which have been known since the 19th century. The statistical properties of seismicity are analysed by using b-value known as Gutenberg- Richter law. The magnitude of completeness (Mc) value is determined as 2.6, and the bvalue is calculated as 1.03 � 0.06, and it is determined that the region has a norm
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Reports on the topic "Low-To-Moderate seismicity"

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Grant, Charles. Diaphragm Walls as Permanent Basement Walls in Regions of High Seismicity. Deep Foundations Institute, 2018. http://dx.doi.org/10.37308/cpf-2012-slwl-1.

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Reinforced concrete structural slurry walls have been used in the United States since the early 1960s. The typical practice, and one that makes the economics of slurry walls particularly attractive, is to design the walls to act as both temporary excavation support and permanent basement walls. They often serve as multi-story basements and below grade parking for buildings, for tunnels, subway stations, and other buried structures. One of the early applications was for a foundation for a subway station in San Francisco, but for the most part they have been used more extensively in regions of l
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Steudlein, Armin, Besrat Alemu, T. Matthew Evans, et al. PEER Workshop on Liquefaction Susceptibility. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2023. http://dx.doi.org/10.55461/bpsk6314.

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Seismic ground failure potential from liquefaction is generally undertaken in three steps. First, a susceptibility evaluation determines if the soil in a particular layer is in a condition where liquefaction triggering could potentially occur. This is followed by a triggering evaluation to estimate the likelihood of triggering given anticipated seismic demands, environmental conditions pertaining to the soil layer (e.g., its depth relative to the ground water table), and the soil state. For soils where triggering can be anticipated, the final step involves assessments of the potential for grou
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