Littérature scientifique sur le sujet « Seismic fragility curve »
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Articles de revues sur le sujet "Seismic fragility curve"
Dang, Thuat-Cong, Thien-Phu Le et Pascal Ray. « Seismic fragility curves based on the probability density evolution method ». Vietnam Journal of Mechanics 39, no 2 (21 juin 2017) : 177–89. http://dx.doi.org/10.15625/0866-7136/10208.
Texte intégralD H, RAJKAMAL, ASHWINI SATYANARAYANA et PRAKASH P. « SEISMIC ANALYSIS AND RETROFITTING OF BRIDGES BY USING FRAGILITY CURVES ». International Scientific Journal of Engineering and Management 02, no 04 (24 septembre 2023) : 1–12. http://dx.doi.org/10.55041/isjem01315.
Texte intégralLIN, J. H. « SEISMIC FRAGILITY ANALYSIS OF FRAME STRUCTURES ». International Journal of Structural Stability and Dynamics 08, no 03 (septembre 2008) : 451–63. http://dx.doi.org/10.1142/s0219455408002740.
Texte intégralWang, Neng Jun, Jian Min Wang et Wen Ting Jiang. « Seismic Fragility Analysis of Reinforced Concrete Frames within Service Life ». Applied Mechanics and Materials 166-169 (mai 2012) : 2391–94. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.2391.
Texte intégralFatimah, Samreen, et Jenna Wong. « Sensitivity of the Fragility Curve on Type of Analysis Methods, Applied Ground Motions and Their Selection Techniques ». International Journal of Steel Structures 21, no 4 (26 juin 2021) : 1292–304. http://dx.doi.org/10.1007/s13296-021-00503-z.
Texte intégralHe, Zhiming, et Qingjun Chen. « Vertical Seismic Effect on the Seismic Fragility of Large-Space Underground Structures ». Advances in Civil Engineering 2019 (7 avril 2019) : 1–17. http://dx.doi.org/10.1155/2019/9650294.
Texte intégralWijayanti, Erlin, Stefanus Kristiawan, Edy Purwanto et Senot Sangadji. « Seismic Vulnerability of Reinforced Concrete Building Based on the Development of Fragility Curve : A Case Study ». Applied Mechanics and Materials 845 (juillet 2016) : 252–58. http://dx.doi.org/10.4028/www.scientific.net/amm.845.252.
Texte intégralZheng, Shan Suo, Wen Bo Li, Qian Li et Fan Wang. « Seismic Fragility Analysis of SRC Frame Structures ». Applied Mechanics and Materials 166-169 (mai 2012) : 2042–45. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.2042.
Texte intégralYuan, Li Li, Jian Min Wang, Neng Jun Wang et Wen Ting Jiang. « Seismic Fragility Analysis of Reinforced Concrete Frames with Service Life ». Advanced Materials Research 446-449 (janvier 2012) : 2313–16. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.2313.
Texte intégralAhmad, Nursafarina, Azmi Ibrahim et Shahria Alam. « Analytical Seismic Fragility Curves for Reinforced Concrete Wall pier using Shape Memory Alloys considering maximum drift ». MATEC Web of Conferences 258 (2019) : 04001. http://dx.doi.org/10.1051/matecconf/201925804001.
Texte intégralThèses sur le sujet "Seismic fragility curve"
Ay, Bekir Ozer. « Fragility Based Assessment Of Low ». Master's thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607629/index.pdf.
Texte intégralspecific characteristics is investigated to manage the earthquake risk and to develop strategies for disaster mitigation. Low&ndash
rise and mid&ndash
rise reinforced concrete structures, which constitute approximately 75% of the total building stock in Turkey, are focused in this fragility&ndash
based assessment. The seismic design of 3, 5, 7 and 9&ndash
story reinforced concrete frame structures are carried out according to the current earthquake codes and two dimensional analytical models are formed accordingly. The uncertainty in material variability is taken into account in the formation of structural simulations. Frame structures are categorized as poor, typical or superior according to the specific characteristics of construction practice and the observed seismic performance after major earthquakes in Turkey. The demand statistics in terms of maximum interstory drift ratio are obtained for different sets of ground motion records. The capacity is determined in terms of limit states and the corresponding fragility curves are obtained from the probability of exceeding each limit state for different levels of ground shaking. The results are promising in the sense that the inherent structural deficiencies are reflected in the final fragility functions. Consequently, this study provides a reliable fragility&ndash
based database for earthquake damage and loss estimation of reinforced concrete building stock in urban areas of Turkey.
Saler, Elisa. « Seismic vulnerability and fragility of school buildings in Italy. A multiscale approach to assessment, prioritisation, and risk evaluation ». Doctoral thesis, Università degli studi di Trento, 2022. http://hdl.handle.net/11572/348119.
Texte intégralAvsar, Ozgur. « Fragility Based Seismic Vulnerability Assessment Of Ordinary Highway Bridges In Turkey ». Phd thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/3/12610693/index.pdf.
Texte intégral伊藤, 義人, Yoshito ITOH, 光永 和田 et Mitsunaga WADA. « イベントを考慮した交通基盤施設のライフサイクル評価手法に関する研究 ». 土木学会, 2003. http://hdl.handle.net/2237/8633.
Texte intégralBélec, Gilbert. « Seismic Assessment of Unreinforced Masonry Buildings In Canada ». Thesis, Université d'Ottawa / University of Ottawa, 2016. http://hdl.handle.net/10393/34301.
Texte intégralCeran, H. Burak. « Seismic Vulnerability Of Masonry Structures In Turkey ». Master's thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12612745/index.pdf.
Texte intégralvulnerability score&rdquo
, has been proposed in order to compare the seismic safety of unreinforced masonry buildings in Fatih sub province of Istanbul and to assess the influence of out-of-plane behavior together with the in-plane behavior of these existing masonry buildings.
Ucer, Serkan. « Seismic Response And Vulnerability Assessment Of Tunnels:a Case Study On Bolu Tunnels ». Phd thesis, METU, 2012. http://etd.lib.metu.edu.tr/upload/12615005/index.pdf.
Texte intégralzce, occurred during the construction of the tunnels. The August 17, 1999 earthquake was reported to have had minimal impact on the Bolu Tunnels. However, the November 12, 1999 earthquake caused some sections of both tunnels to collapse. The remaining sections of the tunnels survived with various damage states which were subsequently documented in detail. This valuable damage data was thoroughly utilized in this study. To develop analytical fragility curves, the methodology described by Argyroudis et al. (2007) was followed. Seismic response of the Tunnels was assessed using analytical, pseudo-static and full-dynamic approaches. In this way, it was possible to make comparisons regarding the dynamic analysis methods of tunnels to predict the seismically induced damage. Compared to the pseudo-static and full-dynamic methods, the predictive capability of the analytical method is found to be relatively low due to limitations inherent to this method. The pseudo-static and full-dynamic solution results attained appear to be closer to each other and better represented the recorded damage states in general. Still, however, the predictive capability of the pseudo-static approach was observed to be limited for particular cases with reference to the full-dynamic method, especially for the sections with increasingly difficult ground conditions. The final goal of this study is the improvement of damage indexes corresponding to the defined damage states which were proposed by Argyroudis et al. (2005) based on the previous experience of damages in tunnels and engineering judgment. These damage indexes were modified in accordance with the findings from the dynamic analyses and actual damage data documented from Bolu Tunnels following the Dü
zce earthquake. Three damage states were utilized to quantify the damage in this study.
Huh, Jungwon, Quang Tran, Achintya Haldar, Innjoon Park et Jin-Hee Ahn. « Seismic Vulnerability Assessment of a Shallow Two-Story Underground RC Box Structure ». MDPI AG, 2017. http://hdl.handle.net/10150/625742.
Texte intégralAl, Mamun Abdullah. « Seismic Damage Assessment of Reinforced Concrete Frame Buildings in Canada ». Thesis, Université d'Ottawa / University of Ottawa, 2017. http://hdl.handle.net/10393/36188.
Texte intégralSANCIN, LJUBA. « SEISMIC VULNERABILITY EVALUATION OF R.C. AND MASONRY BUILDINGS IN THE CENTRE OF GORIZIA ». Doctoral thesis, Università degli Studi di Trieste, 2021. http://hdl.handle.net/11368/2998137.
Texte intégralThe aim of this research study is to investigate the vulnerability of the building heritage in Gorizia, a town in north-eastern Italy, on the border with Slovenia. This town has not been considered seismic until the year 2003 and then in 2010 it has been classified in a higher seismicity class. For this reason, most of the buildings are not designed to resist seismic action at all and an even lower percentage fulfils the requirements of the current technical standard. Four real existing buildings are analysed as case study buildings, representative of the main structural types that can be found in the town. Two of them are high - rise (11 and 12 storeys) reinforced concrete (RC) framed buildings with a brittle concrete stairwell, designed for gravitational load only and built in the 60’s-70’s. In the last years, a growing attention has been payed to the seismic vulnerability of existing RC framed structures, but this type of buildings, with a core of concrete walls, has been investigated much less, although it is a structural type that is very spread. The other two case studies are masonry buildings built in 1740 and in 1903, respectively. One of the masonry buildings is the city hall of Gorizia, on which many in-situ tests have been performed within a project of the Department of Engineering and Architecture with the Municipality of Gorizia. For both RC buildings, some considerations are made about the influence of the masonry infills on the seismic behaviour of the building and of the numerical model. The vibration periods found with numerical modelling are also compared to the periods evaluated with vibrational measurements. The two numerical models without infills are then analysed with non-linear static and dynamic analyses. The results are processed with a cloud analysis in order to calculate fragility curves of the buildings, that show a very brittle behaviour. The two masonry buildings are analysed also with pushover analysis. For the evaluation of the seismic vulnerability of the analysed buildings, two types of seismic hazard assessments have been considered for the extraction of the seismic inputs: Probabilistic Seismic Hazard Assessment (PSHA) method, by the Italian code response spectra and Neo Deterministic Seismic Hazard Assessment (NDSHA) method, with response spectra of two specific possible scenarios for the town of Gorizia. The physics-based scenarios are calculated for the two faults that are the closest to Gorizia: Idrija and Medea. A comparison is made between the demand given by the seismic inputs defined with the two methods. The importance of using both methods for the design of low-damage retrofitting solutions is highlighted. At last, a theoretical study has been carried out within the present research study in order to find an innovative and effective solution for the retrofit of the RC high-rise brittle buildings. It consists in the application of an exo - or endo - skeleton, with the additional introduction of a sliding system at the base of the RC building, in order to decouple its motion from the ground motion. In this way, the exo- or endo-skeleton can be designed independently from the features of the existing building, that remains undamaged. The characteristics of the exo/endo-skeleton can be calibrated on the seismic input of the site of interest, with the possibility to adapt it to new seismic classifications of the territory.
Chapitres de livres sur le sujet "Seismic fragility curve"
Mohamed Nazri, Fadzli. « Fragility Curves ». Dans Seismic Fragility Assessment for Buildings due to Earthquake Excitation, 3–30. Singapore : Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-7125-6_2.
Texte intégralPradana, Erik Wahyu, Senot Sangadji et Angga Destya Navara Noor. « Seismic Performance of Tall and Slender Minaret Structure with Hexagonal RC Wall Section by Means Fragility Curve Development ». Dans Proceedings of the 5th International Conference on Rehabilitation and Maintenance in Civil Engineering, 37–46. Singapore : Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-9348-9_4.
Texte intégralRossetto, Tiziana, Dina D’Ayala, Ioanna Ioannou et Abdelghani Meslem. « Evaluation of Existing Fragility Curves ». Dans SYNER-G : Typology Definition and Fragility Functions for Physical Elements at Seismic Risk, 47–93. Dordrecht : Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-94-007-7872-6_3.
Texte intégralYang, H. Z., et C. G. Koh. « Seismic Risk Evaluation by Fragility Curves Using Metamodel Methods ». Dans Lecture Notes in Mechanical Engineering, 313–23. Singapore : Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-9199-0_29.
Texte intégralSalem, Yasser S., Aaron B. Lucas et Ghada M. Gad. « Analytical Fragility Curves for Reinforced Concrete Dual System Subjected to Seismic Loads ». Dans Facing the Challenges in Structural Engineering, 144–57. Cham : Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-61914-9_12.
Texte intégralContiguglia, Carlotta Pia, Angelo Pelle, Davide Lavorato, Bruno Briseghella et Camillo Nuti. « Seismic Fragility Curves : A Comparison Among Nonlinear Static and Dynamic Analysis Procedures ». Dans Lecture Notes in Civil Engineering, 52–65. Cham : Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-43102-9_5.
Texte intégralChang, Hakjong, Junhee Kim et Sangjin Hahn. « Developing Seismic Fragility Curves Using ANN Based Probabilistic Seismic Demand Models Derived from Structural Design Parameters ». Dans Lecture Notes in Civil Engineering, 947–57. Cham : Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-62884-9_83.
Texte intégralManzini, Carlo Filippo, Paolo Morandi, Barbara Borzi, Francesco Iodice, Alberto Mauro, Andrea Vecchi et Franco Iacobini. « Derivation of Fragility Curves for the Seismic Vulnerability Assessment of Railway Masonry Arch Bridges ». Dans Lecture Notes in Civil Engineering, 893–902. Cham : Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-91877-4_102.
Texte intégralSridharan, Aadityan, et Sundararaman Gopalan. « Generation of Seismic Fragility Curves for RC Highways Vulnerable to Earthquake-Induced Landslides Based on ICT ». Dans Lecture Notes in Networks and Systems, 701–9. Singapore : Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-9967-2_66.
Texte intégralLiolios, Asterios, Panagiotis Panetsos, Angelos Liolios, George Hatzigeorgiou et Stefan Radev. « A Numerical Approach for Obtaining Fragility Curves in Seismic Structural Mechanics : A Bridge Case of Egnatia Motorway in Northern Greece ». Dans Numerical Methods and Applications, 477–85. Berlin, Heidelberg : Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-18466-6_57.
Texte intégralActes de conférences sur le sujet "Seismic fragility curve"
Ju, Heekun, et Hyung-Jo Jung. « Estimation of Equipment Fragility Curve of Nonlinear Nuclear Power Plant Structures ». Dans IABSE Conference, Seoul 2020 : Risk Intelligence of Infrastructures. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/seoul.2020.143.
Texte intégralMinagawa, Keisuke, Satoshi Fujita et Shigeki Okamura. « Fatigue Failure Evaluation Method and Fragility Curve Using Energy ». Dans ASME 2015 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/pvp2015-45486.
Texte intégralSinha, R. « High dimensional model representation for the probabilistic assessment of seismic pounding ». Dans Advanced Topics in Mechanics of Materials, Structures and Construction. Materials Research Forum LLC, 2023. http://dx.doi.org/10.21741/9781644902592-5.
Texte intégralManandhar, Shakil, et Sushmita Maharjan. « Comparative Study of the Statistical Methods of Fragility Curve Generation ». Dans IABSE Congress, New Delhi 2023 : Engineering for Sustainable Development. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2023. http://dx.doi.org/10.2749/newdelhi.2023.1058.
Texte intégralJu, Heekun, et Hyung-Jo Jung. « Sampling-based Calcuation of Seismic Fragility Curve Considering Structural Nonlinear Hysteretic Behavior ». Dans Proceedings of the 29th European Safety and Reliability Conference (ESREL). Singapore : Research Publishing Services, 2020. http://dx.doi.org/10.3850/978-981-14-8593-0_4599-cd.
Texte intégralBanerjee, Abhik Kumar, Debdulal Pramanik et Rana Roy. « Investigating Seismic Demand Due to Bi-Directional Shaking Per IDA Based Fragility Curve ». Dans 5th International Congress on Computational Mechanics and Simulation. Singapore : Research Publishing Services, 2014. http://dx.doi.org/10.3850/978-981-09-1139-3_177.
Texte intégralKumar, Rajesh, Dipti Ranjan Sahoo et Ashok Gupta. « Fragility curves for special truss moment frame with single and multiple vierendeel special segment ». Dans 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia : Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7248.
Texte intégralBursi, Oreste S., Giuseppe Abbiati, Luca Caracoglia et Md Shahin Reza. « Effects of Uncertainties in Boundary Conditions on Dynamic Characteristics of Industrial Plant Components ». Dans ASME 2014 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/pvp2014-28177.
Texte intégralOmranian, Ehsan, Adel Abdelnaby, Gholamreza Abdollahzadeh, Mehdi Rostamian et Farid Hosseinpour. « Fragility Curve Development for the Seismic Vulnerability Assessment of Retrofitted RC Bridges under Mainshock-Aftershock Seismic Sequences ». Dans Structures Congress 2018. Reston, VA : American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481332.028.
Texte intégralHahm, Daegi, Min-Kyu Kim, In-Kil Choi, Bub Gyu Jeon, Hyoung Suk Choi et Nam Sik Kim. « Seismic Fragility Evaluation of Interface Pipes in Seismically Isolated NPPs by Using Scale Model Test ». Dans ASME 2015 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/pvp2015-45042.
Texte intégralRapports d'organisations sur le sujet "Seismic fragility curve"
Coleman, Justin. Demonstration of NonLinear Seismic Soil Structure Interaction and Applicability to New System Fragility Seismic Curves. Office of Scientific and Technical Information (OSTI), septembre 2014. http://dx.doi.org/10.2172/1168656.
Texte intégralHobbs, T. E., J. M. Journeay, A. S. Rao, L. Martins, P. LeSueur, M. Kolaj, M. Simionato et al. Scientific basis of Canada's first public national seismic risk model. Natural Resources Canada/CMSS/Information Management, 2022. http://dx.doi.org/10.4095/330927.
Texte intégralHammad, Ali, et Mohamed Moustafa. Seismic Behavior of Special Concentric Braced Frames under Short- and Long-Duration Ground Motions. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, décembre 2019. http://dx.doi.org/10.55461/zont9308.
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