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Artykuły w czasopismach na temat „Building vulnerability index”

Autor: Grafiati

Data publikacji: 2 czerwca 2025

Data aktualizacji: 31 lipca 2025

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1

Guan, Wenling, Yutong Wang, and Chengjie Dong. "Risk Assessment Method of Industrial Urban Areas Considering Building Vulnerability." Journal of Civil and Transportation Engineering 2, no. 1 (2025): 32–42. https://doi.org/10.62517/jcte.202506105.

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Industrial accidents may result in injuries and damage to buildings. Buildings as an important category of hazard-bearing bodies in industrial accidents cannot be ignored in regional risk assessment. The purpose of this study is to introduce building vulnerability into the study of hazard-bearing body vulnerability and build a comprehensive vulnerability assessment model of hazard-bearing body. A comprehensive risk assessment method is proposed which considers the accident consequences and the vulnerability of hazard-bearing body. Firstly, an accident scenario was established and accident foot

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Lazzali, Farah, and Mohamed N. Farsi. "Vulnerability Index of Algiers Reinforced Concrete Buildings." Advanced Materials Research 685 (April 2013): 228–32. http://dx.doi.org/10.4028/www.scientific.net/amr.685.228.

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Reinforced Concrete (R/C) buildings experienced major damage in past earthquakes. Structural damage including column cracking, shear failure and collapse, were due to particular conditions, such as: poor member sizing and detailing, soft stories, building irregularity, bounding, bad quality of construction materials and workmanship. Various approaches and methods to assess the seismic vulnerability of buildings were established through examining a damage indicator: “vulnerability index”. In this work, a simplified vulnerability index based on design parameters describing the deficiencies of th

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DeCaprio, Dave, Joseph Gartner, Carol J. McCall, et al. "Building a COVID-19 vulnerability index." Journal of Medical Artificial Intelligence 3 (December 2020): 15. http://dx.doi.org/10.21037/jmai-20-47.

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Honesti, Leli, Muhd Zaimi Abd Majid, Nazwar Djali, Meli Muchlian, and Z. Syofyan. "Development of a Relative Vulnerability Index (RVI) for Estimation of Building Vulnerability towards Tsunami Hazard." MATEC Web of Conferences 215 (2018): 01037. http://dx.doi.org/10.1051/matecconf/201821501037.

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Tsunami hazard is an adverse event, which causes damage to properties and loss of life. The study on the effects of tsunami hazard on building vulnerability can help establish and improve the resilience of the building. The problem in assessing the building vulnerability towards tsunami hazard is significant whereby available models for assessing the risk are not applicable for buildings in Padang, Indonesia. The study developed a new Relative Vulnerability Index (RVI) model to estimate building vulnerability for assessment the risk. Literature review was carried out with regards to model deve

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Alam, Md Shaharier, and Shamim Mahabubul Haque. "Seismic vulnerability evaluation of educational buildings of Mymensingh city, Bangladesh using rapid visual screening and index based approach." International Journal of Disaster Resilience in the Built Environment 11, no. 3 (2020): 379–402. http://dx.doi.org/10.1108/ijdrbe-07-2019-0043.

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Purpose Seismic vulnerability evaluation of various public structures, especially school buildings, is very crucial for designing hazard mitigation initiatives in seismic prone areas. The city of Mymensingh is at great risk of earthquake because of its geographical location, geological structure and proximity to active faults. The city is famous for its ancient and renowned educational institutes that need to be evaluated for understanding the seismic performance of the building during an earthquake. This study aims to evaluate the seismic vulnerability of educational buildings of Mymensingh c

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Muhaimin Ridwan Wong, Mohd, Nordila Ahmad, Syamsidik, Anawat Suppasri, and Maidiana Othman. "Multi-indicator building vulnerability index for assessing tsunami-induced building damages." E3S Web of Conferences 340 (2022): 04002. http://dx.doi.org/10.1051/e3sconf/202234004002.

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While relatively uncommon, tsunami typically leads to extreme and devastating impacts to human lives and development at far distances. Various international bodies and academic research have highlighted the importance of understanding risk and its determinants for effective risk management. Currently available methodologies to assess tsunami risk and the effect of vulnerability towards the resulting impact present opportunities for improvement particularly in their adaptability, accuracy and generalisability for pre- and post-disaster applications, as well as across temporal and geographical b

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Farrizi, Achmad Salvani, Ariska Rudyanto, Agus Marsono, Relly Margiono, Dzikrullah Akbar, and Ma’muri Ma’muri. "Analysis to Measure Resonance and Building Vulnerability Index in Southern Surabaya, East Java, Indonesia." Jurnal Penelitian Pendidikan IPA 11, no. 6 (2025): 405–12. https://doi.org/10.29303/jppipa.v11i6.10620.

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Microtremor analysis was conducted in southern Surabaya, East Java, to evaluate the seismic response of buildings using the Floor Spectral Ratio (FSR) and Random Decrement Method (RDM). Two buildings—a 9-story structure (Building A) and a 10-story structure (Building B)—were analyzed to assess their dynamic behavior and vulnerability to earthquake-induced shaking. As high-rise building development continues in Surabaya, such assessments are critical for enhancing structural safety. The FSR method provided estimates of natural frequency, amplification, and vulnerability index, while the RDM met

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Usman Kaoje, Ismaila, Muhammad Zulkarnain Abdul Rahman, Nurul Hazrina Idris, et al. "Physical Flood Vulnerability Assessment using Geospatial Indicator-Based Approach and Participatory Analytical Hierarchy Process: A Case Study in Kota Bharu, Malaysia." Water 13, no. 13 (2021): 1786. http://dx.doi.org/10.3390/w13131786.

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The most devastating flood event in Kota Bharu was recorded in December 2014, which affected several properties worth millions of dollars and thousands of homes. Damage to physical properties, especially buildings, is identified as a significant contributor to flood disasters in Malaysia. Therefore, it is essential to address physical flood vulnerability by developing an integrated approach for modeling buildings’ flood vulnerability to decrease the flood consequences. This study aims at developing a flood vulnerability assessment approach using an indicator-based model (IBM) for individual bu

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Wayih, Nchini Livinus, Mabel Nechia Wantim, Tuhmbom Engelbert Nkwain, and Samuel Ndonwi Ayonghe. "Physical vulnerability assessment and household preparedness of Buea Municipality to seismic hazards from Mount Cameroon Eruptions: A cause for concern." Journal of the Cameroon Academy of Sciences 20, no. 3 (2024): 285–304. http://dx.doi.org/10.4314/jcas.v20i3.7.

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Earthquakes associated with volcanic eruptions from Mount Cameroon can impact society and building infrastructures. This study therefore aimed to assess the following: i) the geological features (rock/soil types) and its characteristics in selected localities within Buea municipality; ii) past-eruption/earthquake impact assessment on buildings; iii) physical vulnerability of buildings infrastructure and iv) household preparedness to earthquake hazards. The study utilized a mixed-method approach, combining quantitative and qualitative techniques. Geological characteristics was assessed through

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Kim, Man-Il, and Jae-Hwan Kwak. "Assessment of Building Vulnerability with Varying Distances from Outlet Considering Impact Force of Debris Flow and Building Resistance." Water 12, no. 7 (2020): 2021. http://dx.doi.org/10.3390/w12072021.

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Studies have been conducted to understand the physical characteristics of debris flows and quantitatively assess the vulnerability of the buildings nearby to mitigate damage from debris flow disasters. However, there remains a paucity of research on vulnerability assessments that discuss the impact force of debris flow and building resistance within certain sections, where debris flows spread from an outlet. In this regard, the study assesses the vulnerability of buildings to debris flows while considering the distance from an outlet. For this purpose, it selects the two sites of Chuncheon-shi

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Putra, Rusnardi Rahmat, Junji Kiyono, Yusuke Ono, and Dezy Saputra. "Seismic Performance Assessment of Sustainable Shelter Building Using Microtremor Method." Civil Engineering Journal 10, no. 11 (2024): 3542–53. https://doi.org/10.28991/cej-2024-010-11-06.

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The increasing intensity of earthquakes in West Sumatra could trigger megathrust earthquakes and tsunamis at the inter-plate in the Mentawai Islands. Building assessments are necessary to determine their vulnerability to predicted earthquakes. The target is a four-story building that serves as an education building and vertical evacuation. This research proposes a complete vulnerability assessment method using single microtremor observations, and the results are used to determine seismic building performance. The natural frequency is derived from the spectral analysis of the horizontal compone

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Prastowo, Rizqi, and Urip Nurwijayanto Prabowo. "EVALUASI KERENTANAN GEDUNG REKTORAT STTNAS TERHADAP GEMPA BUMI BERDASARKAN ANALISIS MIKROTREMOR." Angkasa: Jurnal Ilmiah Bidang Teknologi 9, no. 1 (2017): 83. http://dx.doi.org/10.28989/angkasa.v9i1.113.

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STTNAS building is a five floor building that located in the city o f Yogyakarta which is an area with a high intensity earthquake occurrence. The purpose o f this study is (1) determine the value o f the natural frequencies o f the building, (2) determine the index o f the resonance o f the building and (3) the vulnerability o f buildings to earthquakes. Research will be done by measuring the microtremor wave o f building STTNAS then analyzed using Spectral Floor Ratio (FSR). The analysis result is then compared with the classification defined in ISO 2002 on building resilience planning proce

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NAKHAEI, Jalal, Mahdi BITARAFAN, Shahin LALE AREFI, and Oleg KAPLIŃSKI. "MODEL FOR RAPID ASSESSMENT OF VULNERABILITY OF OFFICE BUILDINGS TO BLAST USING SWARA AND SMART METHODS (A CASE STUDY OF SWISS RE TOWER)." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 22, no. 6 (2016): 831–43. http://dx.doi.org/10.3846/13923730.2016.1189457.

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Accidental and intentional explosions are incidents often destroying buildings and leaving casualties. As a result of these blasts all over the world, demand of safe constructions with less vulnerability to explosions is rising. A large number of office buildings are built each year in many countries, housing large numbers of staff and clients, and due to specific nature and function, activities and services, these buildings are usually centrally located. Their architectural form being vital, therefore the article attempts, firstly, to present indices depicting the building form from the view

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Pohan, Ahmad Fauzi, Yunita Putri, Nopra Algusduri, et al. "Vulnerability Analysis of Andalas University Library Building Using Microtremor HVSR Method." Journal of the Physical Society of Indonesia 1, no. 1 (2025): 36–44. https://doi.org/10.35895/jpsi.1.1.36-44.2025.

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This research aims to analyze the vulnerability of the Andalas University Library UPT Building which is located in an earthquake-prone area using the microtremor HVSR method. Measurements were taken at 20 points on each floor of the building to determine the natural frequency value, amplification factor, and seismic vulnerability index. The results show that the natural frequency values have a stable distribution pattern on most floors, with small variations on certain floors due to mass distribution or structural stiffness. The highest amplification values were found on floors 2 and 3, indica

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15

Browning, Trevor, and Derek Sawyer. "Risk Factors for building Tropical Erosion and Deposition Vulnerability Index doi:10.1038/s41598-020-79402-y." Scientific Reports 11 (January 15, 2021): 885. https://doi.org/10.1038/s41598-020-79402-y.

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These data were generated to build the first vulnerability index to combine watershed erosion and coastal deposition across the entirety of the tropics (+/- 23.5 degrees). All datasets used were open source either raster or vector files that span that range. These datasets were reclassified to build the Erosion Vulnerability Index as well as the Erosion and Deposition Vulnerability Index doi:10.1038/s41598-020-79402-y

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Ripepe, Maurizio, Giorgio Lacanna, Pauline Deguy, Mario de Stefano, Valentina Mariani, and Marco Tanganelli. "Large-Scale Seismic Vulnerability Assessment Method for Urban Centres. An Application to the City of Florence." Key Engineering Materials 628 (August 2014): 49–54. http://dx.doi.org/10.4028/www.scientific.net/kem.628.49.

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The seismic vulnerability assessment of a building requires a comprehensive knowledge of both building structural features and soils geophysical parameters. To achieve a vulnerability assessment at the urban scale a large amount of data would be necessary, with a consequent involvement of time and economical resources. The aim of this paper is hence to propose a simplified procedure to evaluate the seismic vulnerability of urban centres and possible seismic damage scenarios in order to identify critical areas and/or building typologies to plan future actions of seismic risk mitigation and prev

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Song, Chang-Ho, Ji-Sung Lee, DUY NGUYEN HO HONG, and Yun-Tae Kim. "Development of Physical Vulnerability Curve based on Debris Flow Events." Journal of the Korean Society of Hazard Mitigation 23, no. 4 (2023): 185–96. http://dx.doi.org/10.9798/kosham.2023.23.4.185.

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In recent years, owing to climate change various slope disasters are rising. Debris flow causes large damage to human life and social infrastructure. Generally, the vulnerability assessment of slope disasters is carried out using vulnerability curve, which consists of hazard intensity and damage index. A vulnerability curve needs to be highly reliable. In this study, GIS-based topographical characteristics and the information about 27 debris flow events that occurred between 2011 and 2020 were collected and analyzed. The hazard intensity of the debris flow events was evaluated considering entr

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Chukwu, Okeah G.O, and C.K Ojukwu. "Analysis of Water Poverty and Vulnerability to Water Scarcity in Selected Local Government Areas of Ebonyi State Using Water Poverty and Vulnerability Index." International Journal of Ground Sediment & Water 20 (November 3, 2024): 1423–32. https://doi.org/10.5281/zenodo.14025301.

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<strong>Abstract:</strong> The study was carried out in selected Local Government Areas in Ebonyi State, purposely to examine vulnerability to water scarcity in the area using the vulnerability index. The study made use of Abakiliki, Ohaukwu, Ishelu, ikwo, Ohaozara, and Onicha Local Government areas as the study L.G. A’s, This study adopted the Vulnerability Index (VI) methodology to determine the vulnerability to water scarcity, after Kusumartono and Rizal (2019) in the determination of water scarcity vulnerability in some small Islands in Indonesia. The result of the study indicat

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Awoussi, Modeste Yaovi, Eugene Kodzo Anani Domtse, Komlan Déla Gake, Paolo Vincenzo Genovese, and Yao Dziwonou. "Assessment of the Physical Vulnerability of Vernacular Architecture to Meteorological Hazards Using an Indicator-Based Approach: The Case of the Kara Region in Northern Togo." Buildings 15, no. 13 (2025): 2249. https://doi.org/10.3390/buildings15132249.

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The analysis of the vulnerability of vernacular buildings to climatic hazards is nowadays a subject of significant importance due to the consequences of climate change. This study assesses the vulnerability of vernacular buildings to three climatic hazards (heavy rains, strong winds and high heat) in the Kara region to identify the vulnerable parts of these constructions that require reinforcement. It is based on PTVA (Papathoma Tsunami Vulnerability Assessment), a multi-hazard analysis methodology, which uses vulnerability indicators. It focuses on the Kabiyè and Nawdeba peoples, who are the

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Maldonado Rondón, Esperanza, Iván Dario Gómez Araujo, and Gustavo Chio Cho. "Simulating vulnerability functions and seismic damage probability matrix for reinforced concrete frame buildings." Ingeniería e Investigación 28, no. 3 (2008): 28–40. http://dx.doi.org/10.15446/ing.investig.v28n3.15117.

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This paper outlines vulnerability functions and seismic damage probability matrixes being constructed for reinforced concrete frame buildings. These functions and matrixes were based on simulation techniques and experts’ opinion. The proposed functions and matrixes relate a building’s vulnerability to the level of damage which might be incurred, depending on an earthquake’s motion. Vulnerability was defined by estimating an index proposed by expert opinion. Damage was defined by means of a da mage index depending on nonlinear static analysis. Simulation techniques were used for constructing hy

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Kassem, Moustafa Moufid, and Fadzli Mohamed Nazri. "EDITORIAL SCOPE: BEYOND RESILIENCE – INDEX FOR THE NEXT-GENERATION OF SEISMIC VULNERABILITY FOR RC STRUCTURE." Journal of Civil Engineering, Science and Technology 15, no. 2 (2024): 90–95. http://dx.doi.org/10.33736/jcest.7804.2024.

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Seismic vulnerability assessment has become an indispensable tool in earthquake engineering, especially for reinforced concrete (RC) structures, which are prevalent in urbanized regions worldwide. In this editorial note, we expand on key contributions from recent papers published in the Journal of Building Engineering and Journal of Earthquake Engineering, merging these insights with findings from the book "Seismic Vulnerability Index Assessment Framework of RC Structures." Together, these works form a cohesive narrative around the development of a more refined and globally applicable Seismic

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Ilham, Ilham. "Vulnerability Analysis of Rectorate Building of UIN Mataram against Earthquakes Based on Microtremor Data." BERKALA SAINSTEK 11, no. 1 (2023): 1. http://dx.doi.org/10.19184/bst.v11i1.34115.

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Lombok Earthquake in 2018 caused several damages to buildings, including buildings at UIN Mataram. Therefore, it is necessary to carry out mitigation efforts to reduce losses caused by the earthquake. This study aims to analyze the level of vulnerability of the Rectorate Building of UIN Mataram based on microtremor data. Microtremor signal recording was performed using a 3-component Digital Portable Seismograph, type TDL 303S with a Feedback Short Period Seismometer sensor type DS-4A, GPS, and Laptop. The recording time for each measurement point was 40 minutes with a sampling rate of 100 Hz.

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Usman Kaoje, Ismaila, Muhammad Zulkarnain Abdul Rahman, Tze Huey Tam, Mohd Radhie Mohd Salleh, Nurul Hazrina Binti Idris, and Abdullah Hisam Omar. "An Indicator-Based Approach for Micro-Scale Assessment of Physical Flood Vulnerability of Individual Buildings." International Journal of Built Environment and Sustainability 8, no. 2 (2021): 23–33. http://dx.doi.org/10.11113/ijbes.v8.n2.700.

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The current trends of floods event in many countries are alarming. Hence, managing flood and the associated risk are crucial in order to reduce the loss and to be well prepared for the combined impact of urbanization and climate changes. The best approach to manage flood activities is a risk-based approach, where the vulnerability of elements at risk is reduced to a minimum. There is a significant number of studies that use an indicator-based approach for flood vulnerability assessment with focus on the macro-scale. However, this paper assesses physical flood vulnerability of buildings at micr

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Papathoma-Köhle, Maria, Ahmadreza Ghazanfari, Roland Mariacher, Werner Huber, Timo Lücksmann, and Sven Fuchs. "Vulnerability of Buildings to Meteorological Hazards: A Web-Based Application Using an Indicator-Based Approach." Applied Sciences 13, no. 10 (2023): 6253. http://dx.doi.org/10.3390/app13106253.

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Recent events have demonstrated the devastating impact of meteorological hazards on buildings and infrastructure. The possible effects of climate change on their frequency and intensity but also the rise in the value of assets may increase future risks significantly. It is crucial, therefore, for decision-makers to analyze these risks, focusing on the vulnerability of the built environment to reduce future consequences and the associated costs. However, limited studies focus on the vulnerability of buildings to meteorological hazards. The aim of the present paper is to introduce an indicator-b

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Nikolić, Željana, Luka Runjić, Nives Ostojić Škomrlj, and Elena Benvenuti. "Seismic Vulnerability Assessment of Historical Masonry Buildings in Croatian Coastal Area." Applied Sciences 11, no. 13 (2021): 5997. http://dx.doi.org/10.3390/app11135997.

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(1) Background: The protection of built heritage in historic cities located in seismically active areas is of great importance for the safety of inhabitants. Systematic care and planning are necessary to detect the seismic vulnerability of buildings, in order to determine priorities in rehabilitation projects and to continuously provide funds for the reconstruction of the buildings. (2) Methods: In this study, the seismic vulnerability of the buildings in the historic center of Kaštel Kambelovac, a Croatian settlement located along the Adriatic coast, has been assessed through an approach base

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Ortiz, Rocío, Juan Manuel Macias-Bernal, and Pilar Ortiz. "Vulnerability and buildings service life applied to preventive conservation in cultural heritage." International Journal of Disaster Resilience in the Built Environment 9, no. 1 (2018): 31–47. http://dx.doi.org/10.1108/ijdrbe-11-2016-0047.

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Purpose The purpose of this paper is to present research on vulnerability and service life indexes applied to cultural heritage buildings. The construction and rehabilitation industry is concerned with the maintenance of monuments and reducing the economic costs of urgent interventions by taking preventive conservation action in historic cities. By applying a vulnerability index or analyzing the service life of buildings, it is possible to reduce risk and optimize the identification, evaluation and prioritization of urgent monument restoration tasks in a city or a region to establish preventiv

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Li, Jinjin, Lan Luo, and Zhangsheng Liu. "Vulnerability Assessment of the Prefabricated Building Supply Chain Based on Set Pair Analysis." Buildings 15, no. 5 (2025): 722. https://doi.org/10.3390/buildings15050722.

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In recent years, the disruption of the prefabricated building supply chain has led to increased construction period delays and cost overruns, limiting the development and popularization of prefabricated buildings in China. Therefore, this study established a vulnerability evaluation index system for the prefabricated building supply chain using the driving force–pressure–state–impact–response (DPSIR) framework. We employed the intuitionistic fuzzy analytic hierarchy process (IFAHP), the projection pursuit (PP) model, and variable weight theory to determine the indicator weights. The IFAHP was

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Karbassi, Amin, and Marie-José Nollet. "Development of an index assignment procedure compatible with the regional seismicity in the province of Quebec for the rapid visual screening of existing buildings." Canadian Journal of Civil Engineering 35, no. 9 (2008): 925–37. http://dx.doi.org/10.1139/l08-041.

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In the context of the seismic vulnerability evaluation of buildings, the score assignment method can be used as the first step of a multiphase procedure aimed at identifying hazardous buildings that must then be analysed in greater detail. Because the existing Canadian rapid visual screening procedure has not been updated since 1992, a new procedure is proposed based on a set of vulnerability indices for different cities in the province of Quebec. A seismicity level (low, moderate, or high) is attributed to each city using the spectral acceleration response values included in the 2005 edition

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Dall'Osso, F., M. Gonella, G. Gabbianelli, G. Withycombe, and D. Dominey-Howes. "Assessing the vulnerability of buildings to tsunami in Sydney." Natural Hazards and Earth System Sciences 9, no. 6 (2009): 2015–26. http://dx.doi.org/10.5194/nhess-9-2015-2009.

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Abstract. Australia is vulnerable to the impacts of tsunamis and exposure along the SE coast of New South Wales is especially high. Significantly, this is the same area reported to have been affected by repeated large magnitude tsunamis during the Holocene. Efforts are under way to complete probabilistic risk assessments for the region but local government planners and emergency risk managers need information now about building vulnerability in order to develop appropriate risk management strategies. We use the newly revised PTVA-3 Model (Dall'Osso et al., 2009) to assess the relative vulnerab

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Choi, Seung Hun, Hee Jung Ham, and Sungsu Lee. "Assessment of Building Vulnerability Index for Natural Disaster Risk Analysis." Journal of the Korean Society of Hazard Mitigation 19, no. 5 (2019): 1–9. http://dx.doi.org/10.9798/kosham.2019.19.5.1.

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Rivera, Martínez W. "EVALUATION OF THE SEISMIC VULNERABILITY OF COLONIAL TYPOLOGY HOUSES IN CARTAGENA DE INDIAS, COLOMBIA." GLOBAL JOURNAL OF ENGINEERING SCIENCE AND RESEARCHES 6, no. 3 (2019): 117–25. https://doi.org/10.5281/zenodo.2610860.

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This research evaluated the seismic vulnerability of a group of colonial houses in the historical center of Cartagena using a vulnerability index qualitative method. The study consisted of a review and application of the parameters that make up the method, an analysis of historical-architectural background, a detailed visual inspection and a photographic record, developing a descriptive-type research. The sample consisted in the identification of the 100most representative and predominant colonial houses in the three districts that conform the historical center of Cartagena (Centro, San Diego

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Arif, W., and I. G. Craifaleanu. "Assessment of the Seismic Vulnerability of a Multi-storey RC Structure with Plan Irregularity: A Case Study." IOP Conference Series: Earth and Environmental Science 1185, no. 1 (2023): 012021. http://dx.doi.org/10.1088/1755-1315/1185/1/012021.

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Abstract A nine-story reinforced concrete dual system (wall-frame) building located in Bucharest, categorized as plan-asymmetric and designed according to the provisions of Romanian and European codes was studied. The criteria for regularity in plan were verified comparatively according to three codes (Eurocode 8, ASCE 7-16 and the Romanian seismic design code P100-1-2013). The seismic behaviour of the studied building was further investigated by detailed nonlinear static analyses (pushover) and nonlinear dynamic analyses performed on the 3-D building model, for various load patterns and spect

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Biglari, Mahnoosh, Marijana Hadzima-Nyarko, and Antonio Formisano. "Seismic Damage Index Spectra Considering Site Acceleration Records: The Case Study of a Historical School in Kermanshah." Buildings 12, no. 10 (2022): 1736. http://dx.doi.org/10.3390/buildings12101736.

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The frequency content and time duration of earthquakes are as effective as the peak ground acceleration on structural damage. Therefore, using rapid seismic vulnerability assessment methods that consider the earthquake acceleration time history is noticeable. Kermanshah is a historical city that is generally affected by far-field earthquakes. Therefore, it is necessary to consider the effect of the low-frequency shocks in evaluating the vulnerability of buildings in this city. Herein, a historic school in Kermanshah is assumed as a case study and two well-known damage index formulas are used f

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Rodrigues, Philipe Q., João C. Pantoja, and Humberto Varum. "SeismicV: A Mobile Tool for Assessing the Seismic Vulnerability of Buildings." Buildings 15, no. 14 (2025): 2541. https://doi.org/10.3390/buildings15142541.

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Rapid visual screening has been used worldwide as the first approach to evaluate the seismic vulnerability of civil structures in a specific area, in order to prioritize buildings based on the need for upgrading or retrofitting. In this work, a novel mobile application tool for the rapid visual screening of reinforced concrete buildings is presented and discussed. The herein suggested “SeismicV” tool performs a pre-seismic visual screening based on the Japanese guidelines for the seismic evaluation of existing RC buildings. A preliminary seismic vulnerability assessment of a complex modern bui

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Shakya, Manjip. "GNDT II level approach for seismic vulnerability assessment of Unreinforced Masonry (URM) building stock." Journal of Science and Engineering 3 (December 1, 2015): 21–27. http://dx.doi.org/10.3126/jsce.v3i0.22384.

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Unreinforced Masonry (URM) structures, such as historic buildings, traditional buildings and ordinary buildings, exist all over the world and constitute a relevant part of the cultural heritage of humanity. Their protection against earthquakes is a topic of great concern among the earthquake engineering research community. This concern mainly arises from the strong damage or complete loss suffered by these types of structures when subjected to earthquake and also from the need and interest to preserve them as a built heritage. This paper initially presents a methodology for assessing the

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Fang, Qi, Shuguang Liu, Guihui Zhong, Hong Zhang, Jiyu Liang, and Yiwei Zhen. "Nonlinear Simulation and Vulnerability Analysis of Masonry Structures Impacted by Flash Floods." Shock and Vibration 2021 (March 22, 2021): 1–20. http://dx.doi.org/10.1155/2021/6682234.

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The vulnerability of buildings impacted by flash floods is often assessed by empirical approaches. However, the damage-developing mechanisms of buildings remain unclear. This study presented a nonlinear numerical analysis for the interaction between flash floods and masonry structures. A new Structured ALE (S-ALE) solver in an explicit finite element platform LS-DYNA was applied. Thirty different scenarios, including two different FE models, three different water depths, and five different flow velocities, were studied. Nonlinear structural responses and failure mechanisms of masonry structure

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Kusuma Dewi, Ira, Ichy Lucya Resta, Sarwo Sucitra Amin, et al. "ANALISIS KERENTANAN TANAH FAKULTAS SAINS DAN TEKNOLOGI UNIVERSITAS JAMBI DENGAN MENGGUNAKAN DATA MIKROTREMOR." JOURNAL ONLINE OF PHYSICS 9, no. 1 (2023): 109–15. http://dx.doi.org/10.22437/jop.v9i1.28788.

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Research has been carried out to carry out soil vulnerability analysis at the Faculty of Science and Technology, Jambi University. The construction of buildings at the Faculty of Science and Technology has necessitated an analysis of the vulnerability of the land around the buildings at the Faculty of Science and Technology. Based on the regional geology in this area, the Muara Enim formation (TMPM) is formed in the Tertiary age which is composed of rocks from interbedded tuffaced sandstones with tuffaced mudstones, interbedded quartz sandstones with quartz mudstones, interbedded with coal and

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Nurisra, Sugiarto, Mubarak, C. Z. Oktaviani, and Fachrurrazi. "Organizational factors affecting supply chain vulnerability of building project." IOP Conference Series: Earth and Environmental Science 1356, no. 1 (2024): 012102. http://dx.doi.org/10.1088/1755-1315/1356/1/012102.

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Abstract The project construction supply chain can be particularly vulnerable to disruptive events because of the dispersed nature of temporary project teams and the unpredictability of the operating environment. Supply chain vulnerabilities are the fundamental elements that leave the business subject to disruption. It is necessary to identify the vulnerabilities in the supply chain before attempting to improve its resilience. This study proposes to identify the primary causes of organizational vulnerability in the supply chain of construction projects based on these problems. The study focuse

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Shripurwar, Swarup, P. B. Patil, Nikhil Pitale, and S. Sanghai. "Comparative vulnerability analysis of structure with sand and soft soil." IOP Conference Series: Materials Science and Engineering 1197, no. 1 (2021): 012034. http://dx.doi.org/10.1088/1757-899x/1197/1/012034.

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Abstract World frequently faces the seismic activities at different locations with varying intensities causing heavy damage to the property. Here we are doing Comparative vulnerability study between two soil type which is sand and soft soil. We will analyze two building having same dimensions, beam column sections. This paper represents the comparative vulnerability analysis which have been resulted using pushover analysis. Also the plastic hinge properties have been utilized for calculating the seismic vulnerability index to examine the performance stages of the selected building, complete us

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Valluzzi, Maria Rosa, Veronica Follador, and Luca Sbrogiò. "Vulnus Web: A Web-Based Procedure for the Seismic Vulnerability Assessment of Masonry Buildings." Sustainability 15, no. 8 (2023): 6787. http://dx.doi.org/10.3390/su15086787.

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Masonry is a widespread construction system, but it is very prone to seismic damage. In Italy, almost 60% of residential buildings are constructed in masonry, and 85% of them were built before 1980 without specific design regulation; thus, there is the need for large-scale vulnerability assessment. When large stocks of residential buildings (>50–100) are involved, also in historical centers, seismic vulnerability analysis must resort to simplified and computer-aided methods. Among these, the best known analyze (i) the overall shear strength normalized to the weight; (ii) the activation coef

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PANKAJ, PANWAR, BHATT V K, PAL SHARMISTHA, et al. "Vulnerability of agricultural households to climate change in hill state of north Western Himalaya." MAUSAM 71, no. 2 (2021): 199–208. http://dx.doi.org/10.54302/mausam.v71i2.19.

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In the present study, vulnerability level of individual farming households to climate change is examined in Himachal Pradesh, North-western state of India. Principal Component Analysis (PCA) was used to develop vulnerability index for individual household. Mean household vulnerability index in the study area was 0.27. The farming households from Kullu district were the most vulnerable (5.94) while those from Hamirpur district were least vulnerable (-3.37). The study successfully identified the regional sources of vulnerability and prioritises the districts for adaptation planning. Implication

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Colonna, Silvia, Stefania Imperatore, Maria Zucconi, and Barbara Ferracuti. "Post-Seismic Damage Assessment of a Historical Masonry Building: The Case Study of a School in Teramo." Key Engineering Materials 747 (July 2017): 620–27. http://dx.doi.org/10.4028/www.scientific.net/kem.747.620.

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The historical masonry buildings are characterised by a great vulnerability regard the seismic action, as the recent events occurred in Central Italy have highlighted. During the seismic emergency the authors, in collaboration with the Civil Protection Department as part of the ReLUIS activities, have carried out usability inspections, analysing also the case study described in this paper. The structure, a school in Teramo, was already affected by previously seismic damages and it has been highly involved by the seismic events abovementioned. In this work the results of first inspection, repor

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Zhang, Min, Yufu Liu, Wenqi Sun, et al. "Impact of Rainfall on Traffic Speed in Major Cities of China." Sustainability 13, no. 16 (2021): 9074. http://dx.doi.org/10.3390/su13169074.

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The construction of healthy transportation is an important ingredient for promoting the healthy development of cities. The establishment of an urban traffic evaluation mechanism can provide an important basis for the construction of healthy transportation. This study focused on the impact of precipitation on traffic speed and developed an urban traffic vulnerability index. This index reflects the degree of traffic affected by precipitation, which is calculated based on the traffic congestion index under different rainfall intensities. The traffic vulnerability indices of 41 major cities in Chi

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Wang, Chaofeng, Sarah E. Antos, Jessica G. Gosling-Goldsmith, et al. "Assessing Climate Disaster Vulnerability in Peru and Colombia Using Street View Imagery: A Pilot Study." Buildings 14, no. 1 (2023): 14. http://dx.doi.org/10.3390/buildings14010014.

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Community and household vulnerability to natural hazards, e.g., earthquakes, hurricanes, and floods, is a concern that transcends geographic and economic boundaries. Despite the abundance of research in this field, most existing methods remain inefficient and face the challenge of data scarcity. By formulating and investigating the correlation between the household vulnerability and street view images of buildings, this research seeks to bridge the knowledge gap to enable an efficient assessment. Especially in developing countries, the widespread prevalence of outdated or inadequately enforced

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Macuha, Richmark. "EVALUATING THE PHYSICAL VULNERABILITY OF PUBLIC SCHOOL BUILDINGS AGAINST FLOODING IN METRO MANILA, PHILIPPINES." ASEAN Engineering Journal 13, no. 2 (2023): 101–6. http://dx.doi.org/10.11113/aej.v13.18959.

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Vulnerability analysis has always been an integral part of disaster risk assessment. This study aims to assess the physical vulnerability of public school buildings against flooding. It discusses the vulnerable elements or attributes, the extent of damages incurred during flood events, the damage response, and the future steps that must be taken to increase flood resiliency. The study used empirical data collection using semi-structured interviews to characterize the common types of public schools and to collate the damage responses. Quantity surveying was performed to measure the amount of da

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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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Özhendekci, Nuri, and Devrim Özhendekci. "Rapid Seismic Vulnerability Assessment of Low- to Mid-Rise Reinforced Concrete Buildings Using Bingöl's Regional Data." Earthquake Spectra 28, no. 3 (2012): 1165–87. http://dx.doi.org/10.1193/1.4000065.

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A methodology based on multiple linear regression analysis is used for rapid vulnerability assessment of a building set surveyed in the disaster area of the 1 May 2003 Bingöl, Turkey, earthquake. The data set represents the population of low- to mid-rise reinforced concrete buildings in Bingöl. In addition to the relevant statistical procedures for parameter selection, all possible regressions of selected building parameters are carried out, and the most appropriate regression function is determined. Structural system type, newly introduced span index, priority index, existence of captive colu

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Chan, Emily, Zhe Huang, Holly Lam, Carol Wong, and Qiang Zou. "Health Vulnerability Index for Disaster Risk Reduction: Application in Belt and Road Initiative (BRI) Region." International Journal of Environmental Research and Public Health 16, no. 3 (2019): 380. http://dx.doi.org/10.3390/ijerph16030380.

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Despite the importance of health vulnerability in disaster risk assessment, most of the existing disaster vulnerability indicators only emphasize economic and social vulnerability. Important underlying health risks such as non-communicable disease are not included in vulnerability measures. A three-phase methodology approach was used to construct a disaster risk model that includes a number of key health indicators which might be missing in global disaster risk analysis. This study describes the development of an integrated health vulnerability index and explains how the proposed vulnerability

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Leggieri, Valeria, Giulia Mastrodonato, and Giuseppina Uva. "GIS Multisource Data for the Seismic Vulnerability Assessment of Buildings at the Urban Scale." Buildings 12, no. 5 (2022): 523. http://dx.doi.org/10.3390/buildings12050523.

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The paper presents a methodology of extraction, integration and elaboration of data from different sources using the geographic information system (GIS), to realize a georeferenced building database (GBD) useful for the seismic vulnerability assessment of existing buildings on a large scale. Three levels of GIS entities have been defined and equipped with the related information: census section (CS), urban block (UB), and individual building (IB), depending on the level of detail of dataset. Additional information about the typological and structural features has been extracted by CARTIS catal

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Honesti, Leli, Muhd Zaimi Abd Majid, Nazwar Djali, and Meli Muchlian. "Establishing factors of building vulnerability towards tsunami hazard." MATEC Web of Conferences 258 (2019): 03011. http://dx.doi.org/10.1051/matecconf/201925803011.

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The objective of this article is to establish the attributes (factors) of building vulnerability towards tsunami hazard, particularly for areas in Padang, Indonesia, as well as those areas with the same characteristics. Within this framework, this study informs the progress towards a more systematic approach to factor development for a Relative Vulnerability Index (RVI) score for assessing the building vulnerability towards tsunami hazard. The RVI score is used to predict tsunami risk zones on building vulnerability. The analysis was conducted to develop the factors that influence the building

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