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Relevant bibliographies by topics / Seismic evaluation of buildings in Delhi region

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Academic literature on the topic 'Seismic evaluation of buildings in Delhi region'

Author: Grafiati

Published: 6 September 2023

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Journal articles on the topic "Seismic evaluation of buildings in Delhi region"

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Kim, Jin-Soo, and Hong Seo. "A Study on the Improvement of the Safety Diagnosis System for Housing Reconstruction: Focusing on the legislative proposal of the National Assembly of Korea." Korean Public Land Law Association 103 (August 31, 2023): 171–93. http://dx.doi.org/10.30933/kpllr.2023.103.171.

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Reconstruction contributes to improving the quality of life of residents by creating an aging, unstable and poor residential environment into a safe and pleasant residential environment, and is also an important means of realizing basic constitutional rights such as people's right to pursue happiness, property rights, and housing freedom. However, the reconstruction project is causing a lot of confusion to the housing market and the people as related laws and systems repeatedly regulate and ease due to the ups and downs of the housing market and regime change. Accordingly, this study att

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Javed, Mohammed, Guido Magenes, Bashir Alam, Akhtar Naeem Khan, Qaisar Ali, and Ali M. Syed. "Experimental Seismic Performance Evaluation of Unreinforced Brick Masonry Shear Walls." Earthquake Spectra 31, no. 1 (2015): 215–46. http://dx.doi.org/10.1193/111512eqs329m.

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Unreinforced masonry buildings, constructed with stones or bricks, are common in the northern areas of Pakistan. In the October 2005 Kashmir earthquake, the seismic performance of stone masonry buildings was found to be poor, which was the primary source of fatalities. Unreinforced brick masonry (URBM) buildings, however, performed well even in severely jolted areas. The performance of URBM could have been much better if the affected buildings were constructed by using proper guidelines. Taking lessons from the disaster, an experimental investigation, based on typical geometry and precompressi

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Bilgin, Hüseyin, Marsed Leti, Rafael Shehu, Hayri Baytan Özmen, Ahmet Hilmi Deringol, and Rrapo Ormeni. "Reflections from the 2019 Durrës Earthquakes: An Earthquake Engineering Evaluation for Masonry Typologies." Buildings 13, no. 9 (2023): 2227. http://dx.doi.org/10.3390/buildings13092227.

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Two earthquakes struck the NW region of Albanian territory on 21 September 2019 (Mw = 5.6) and on 26 November 2019 (Mw = 6.4). The epicenters of the seismic activity were located offshore NW Durrës, one of Albania’s most populated cities, located 30 km from the capital Tirana. Various aftershocks followed subsequently. While there were no reported injuries, a number of buildings sustained significant damage near the epicenter following the initial event. Subsequently, during the second event, there was loss of life and extensive damage to civilian structures, resulting in multiple collapses. T

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Tso, W. K., and T. J. Zhu. "Implications of the 1988 Saguenay earthquake on Canadian seismic strength specification." Canadian Journal of Civil Engineering 18, no. 1 (1991): 130–39. http://dx.doi.org/10.1139/l91-015.

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The November 25, 1988, Saguenay earthquake was the most significant seismic event in eastern North America over the last 50 years. Based on strong ground motion records from this earthquake, an analytical study was undertaken to evaluate the seismic design base shear provisions of the National Building Code of Canada for buildings located in the eastern regions of Canada. In light of the observed damage to masonry structures in the epicentral region, emphasis was placed on the evaluation of the codified minimum seismic strength for masonry structural systems. Key words: earthquake, ground moti

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Sucuoğlu, HalÛk, Ahmet Yakut, Aydan Özmen, and Joseph Kubin. "Seismic Risk Prioritization and Retrofit Cost Evaluation of Code-Deficient RC Public Buildings in Turkey." Earthquake Spectra 31, no. 1 (2015): 601–14. http://dx.doi.org/10.1193/040513eqs092t.

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A risk prioritization procedure is developed for deficient concrete public buildings within the scope of a seismic risk reduction program. The main purpose is identifying public buildings with high damage risk in a region for efficient retrofit investments. Regularity of structural systems and repeatability of deficiencies in public buildings provide opportunities for developing simple and reliable assessment procedures. The proposed procedure is based on calculating a risk index from the comparison of lateral load demand to lateral load capacity at the critical story of a building, and then p

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Ademović, Naida, Daniel V. Oliveira, and Paulo B. Lourenço. "Seismic Evaluation and Strengthening of an Existing Masonry Building in Sarajevo, B&H." Buildings 9, no. 2 (2019): 30. http://dx.doi.org/10.3390/buildings9020030.

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A significant number of old unreinforced load-bearing masonry (URM) buildings exist in many countries worldwide, but especially in Europe. In particular, Bosnia and Herzegovina has an important stock of masonry buildings constructed from the 1920s until the 1960s without application of any seismic code, due to their nonexistence at that time. With the 1963 Skopje earthquake, this class of buildings were shown to be rather vulnerable to seismic actions, which exhibited serious damage. This article assesses the seismic vulnerability of a typical multi-storey residential unreinforced load-bearing

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Wahid, Chowdhury Mohammad Shams, Muzammil Al Rahman, Syed Akhtaruzzaman, and Md Jahir Bin Alam. "A PROPOSAL FOR SEISMIC VULNERABILITY ASSESSMENT OF PRE-ENGINEERED STEEL BUILDINGS IN BANGLADESH USING SIMPLIFIED JAPANESE INDEX METHOD." ASEAN Engineering Journal 13, no. 2 (2023): 61–67. http://dx.doi.org/10.11113/aej.v13.18838.

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At present seismic evaluation of structures has become very crucial in Bangladesh as the country is in earthquake prone region. Lots of studies have been performed and many methods have been proposed for the rapid seismic evaluation of reinforced concrete (RC) buildings. Over the past two decades the country has been going through an important evolution which is rapid construction of pre-engineered steel buildings (PEB). Unfortunately, there has not been a single research work done or any method proposed for the seismic evaluation of these type of structures. In this work, simplified structura

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Sisti, Romina, Marco Di Ludovico, Antonio Borri, and Andrea Prota. "Seismic performance of strengthened masonry structures: actual behaviour of buildings in Norcia and Campi Alto during the 2016 Central Italy seismic sequence." Bulletin of Earthquake Engineering 20, no. 1 (2021): 321–48. http://dx.doi.org/10.1007/s10518-021-01248-0.

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AbstractThe structural response of unreinforced masonry buildings designed for gravity load only or with reference to obsolete seismic provisions is widely studied in the literature in order to define proper strengthening strategies and solution to mitigate the seismic risk. However, the critical analysis of the effectiveness of past used strengthening solution is still lacking. To fill such gap, the present study deals with the evaluation of the seismic performances of buildings in Campi Alto struck by the 2016 central Italy seismic sequence. The behaviour of buildings in Campi Alto is compar

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Blagojević, Predrag, Svetlana Brzev, and Radovan Cvetković. "Simplified Seismic Assessment of Unreinforced Masonry Residential Buildings in the Balkans: The Case of Serbia." Buildings 11, no. 9 (2021): 392. http://dx.doi.org/10.3390/buildings11090392.

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The paper presents a study on the existing low-rise unreinforced masonry (URM) buildings constructed in the period from 1945 to 1980 in Serbia and neighbouring countries in the Balkans. Buildings of this typology experienced damage in a few earthquakes in the region, including the 2010 Kraljevo, Serbia earthquake and the 2020 Petrinja, Croatia earthquake. The focus of the study is a seismic design approach for Simple masonry buildings according to Eurocode 8, Part 1, which is based on the minimum requirements for the total wall area relative to the floor plan area, which is referred to as Wall

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Ventura, Carlos E., W. D. Liam Finn, and Norman D. Schuster. "Seismic response of instrumented structures during the 1994 Northridge, California, earthquake." Canadian Journal of Civil Engineering 22, no. 2 (1995): 316–37. http://dx.doi.org/10.1139/l95-045.

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This paper presents an overview of strong motion records obtained from instrumented structures during the 1994 Northridge earthquake. It describes the behaviour of buildings, bridges, and dams that have been instrumented by the major strong motion instrumentation networks operating in California and highlights important features of the most significant structural motions recorded during the earthquake. The structural damage observed during a reconnaissance visit to the affected areas by the earthquake is correlated with preliminary analyses of the recorded motions. Detailed discussions of the

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Book chapters on the topic "Seismic evaluation of buildings in Delhi region"

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Cherubini, A., G. Cifani, L. Corazza, et al. "The performance of the damage survey and safety evaluation form in Marche Region." In Seismic Damage to Masonry Buildings. Routledge, 2018. http://dx.doi.org/10.1201/9780203740040-10.

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Donmez, Cemalettin, and Murat Altug Erberik. "A Case Study for Seismic Assessment and Restoration of Historic Buildings." In Handbook of Research on Seismic Assessment and Rehabilitation of Historic Structures. IGI Global, 2015. http://dx.doi.org/10.4018/978-1-4666-8286-3.ch013.

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This chapter focuses on seismic assessment and restoration of one of the numerous historical buildings in Turkey; the Arditi Residence in Urla, Izmir. It is a 150 years old two story masonry building located in a seismically active region. From the structural point of view, the building can be regarded as a mixed system since three different techniques had been used during the construction. The Arditi Residence has been investigated in three stages: preliminary evaluation, seismic performance assessment and intervention. The building has been observed to possess serious deficiencies, which are not easy to handle due to the complexity of the construction system. On the other hand, the proposed intervention strategies should have the minimal impact on the historic information building carrying and provide a certain level of safety against the seismic demands. Overall, the chapter presents a contribution to seismic assessment and restoration of historical structures on the basis of Arditi Residence, a unique historical building with serious problems in an earthquake-prone region.

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Conference papers on the topic "Seismic evaluation of buildings in Delhi region"

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Raghucharan, M. C., and Surendra Nadh Somala. "Generating Site-Specific Ground Motions for Delhi Region for Seismic Vulnerability Assessment of Buildings—Promoting Disaster Resilient Communities." In ASCE India Conference 2017. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784482032.030.

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Caprili, S., F. Mangini, and W. Salvatore. "Evaluation of structural safety and seismic vulnerability of historical masonry buildings: studies and applications in the Tuscany Region." In STREMAH 2015. WIT Press, 2015. http://dx.doi.org/10.2495/str150311.

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Hassan, Waqar, Naveed Anwar, Pramin Norachan, and Fawad A. Najam. "The Seismic Performance Evaluation of RC High-rise Buildings Designed to Various Building Codes." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0427.

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<p>This study evaluates and compares the expected seismic performance of a high-rise building when designed according to various international building codes. Using a 40-story reinforced concrete (RC) case study building, the comparison among the three most widely used building codes (ACI 318/ASCE 7-10, BS 8110 and EC-2/EC-8) is presented in terms of structural design and seismic performance. The case study building has a dual structural system (moment-resisting frame and shear walls) and is assumed to be located in a highly active seismic region. First, its linear elastic model was crea

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Rekvava, Paata. "Seismic Reliability Analysis of Structural Systems." In ASME 2009 International Mechanical Engineering Congress and Exposition. ASMEDC, 2009. http://dx.doi.org/10.1115/imece2009-10686.

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A method is presented for the evaluation of the seismic reliability function of realistic structural systems. The method is based on a preliminary simulation involving three-dimensional nonlinear time history analysis of the soil-interface-building system. The design procedure is performed to establish the probabilistic characterization of the demands on the structure, followed by the solution of system reliability problem with correlated demands and capacities. The Structural behavior is evaluated by means of the methodology of Performance-Based Seismic Design (PBSD). This study has taken int

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Furuya, Osamu, Kiyotaka Takito, Hiroshi Kurabayashi, Kunio Sampei, and Koji Yamazaki. "Study on Multifunctional Base Isolation System Using Air-Floating Technique." In ASME 2020 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/pvp2020-21743.

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Abstract Vibration isolation devices are generally applied to equipment that dislikes vibration installed in buildings. Since the vibration isolator is intended for small vibration input, the damage has been frequently confirmed with excessive vibration input such as an huge earthquake motion. Therefore, the development of a seismic isolation device with a vibration isolation function is desired for important equipment and expensive manufacturing equipment. However, the vibration region targeted by the vibration isolator and the vibration region of the seismic input are at completely different

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Stanko, Davor, Tvrtko Korbar, Jakov Stanislav Uglešić, Iva Lončar, Mario Gazdek, and Snježana Markušić. "EVALUATION OF THE LOCAL SITE EFFECTS OF THE UNESCO WORLD HERITAGE SITE OLD CITY OF DUBROVNIK (CROATIA)." In 2nd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2023. http://dx.doi.org/10.5592/co/2crocee.2023.35.

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The most seismically active region in Adriatic part of Croatia is the SE coastal region that have numerous cultural heritage sites. Therefore, it is important to estimate seismic risk for cultural heritage sites and to develop procedures for seismic risk assessment. These are the goals of the research project Seismic Risk Assessment of Cultural Heritage Buildings in Croatia (SeisRICHerCRO) funded by the Croatian Science Foundation. Local site effects, a known problem in earthquake engineering, play significant role in earthquake damage distribution. The old town of Dubrovnik is particularly vu

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