Zeitschriftenartikel zum Thema „Seismic fragility curve“
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Dang, Thuat-Cong, Thien-Phu Le und Pascal Ray. „Seismic fragility curves based on the probability density evolution method“. Vietnam Journal of Mechanics 39, Nr. 2 (21.06.2017): 177–89. http://dx.doi.org/10.15625/0866-7136/10208.
Der volle Inhalt der QuelleD H, RAJKAMAL, ASHWINI SATYANARAYANA und PRAKASH P. „SEISMIC ANALYSIS AND RETROFITTING OF BRIDGES BY USING FRAGILITY CURVES“. International Scientific Journal of Engineering and Management 02, Nr. 04 (24.09.2023): 1–12. http://dx.doi.org/10.55041/isjem01315.
Der volle Inhalt der QuelleLIN, J. H. „SEISMIC FRAGILITY ANALYSIS OF FRAME STRUCTURES“. International Journal of Structural Stability and Dynamics 08, Nr. 03 (September 2008): 451–63. http://dx.doi.org/10.1142/s0219455408002740.
Der volle Inhalt der QuelleWang, Neng Jun, Jian Min Wang und 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.
Der volle Inhalt der QuelleFatimah, Samreen, und 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, Nr. 4 (26.06.2021): 1292–304. http://dx.doi.org/10.1007/s13296-021-00503-z.
Der volle Inhalt der QuelleHe, Zhiming, und Qingjun Chen. „Vertical Seismic Effect on the Seismic Fragility of Large-Space Underground Structures“. Advances in Civil Engineering 2019 (07.04.2019): 1–17. http://dx.doi.org/10.1155/2019/9650294.
Der volle Inhalt der QuelleWijayanti, Erlin, Stefanus Kristiawan, Edy Purwanto und Senot Sangadji. „Seismic Vulnerability of Reinforced Concrete Building Based on the Development of Fragility Curve: A Case Study“. Applied Mechanics and Materials 845 (Juli 2016): 252–58. http://dx.doi.org/10.4028/www.scientific.net/amm.845.252.
Der volle Inhalt der QuelleZheng, Shan Suo, Wen Bo Li, Qian Li und 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.
Der volle Inhalt der QuelleYuan, Li Li, Jian Min Wang, Neng Jun Wang und Wen Ting Jiang. „Seismic Fragility Analysis of Reinforced Concrete Frames with Service Life“. Advanced Materials Research 446-449 (Januar 2012): 2313–16. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.2313.
Der volle Inhalt der QuelleAhmad, Nursafarina, Azmi Ibrahim und 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.
Der volle Inhalt der QuelleYılmaz, Mehmet Fatih, und Abdulkadir Cüneyt Aydın. „Fragility analysis of a multi-span continuous steel roadway bridge in Türkiye: A case study“. Journal of Structural Engineering & Applied Mechanics 6, Nr. 4 (30.09.2023): 306–22. http://dx.doi.org/10.31462/jseam.2023.04306322.
Der volle Inhalt der QuelleSandoli, A., G. P. Lignola, B. Calderoni und A. Prota. „Fragility curves for Italian URM buildings based on a hybrid method“. Bulletin of Earthquake Engineering 19, Nr. 12 (18.06.2021): 4979–5013. http://dx.doi.org/10.1007/s10518-021-01155-4.
Der volle Inhalt der QuelleIrfan, Zu, Abdullah und Moch Afifuddin. „Development of fragility curve based on incremental dynamic analysis curve using ground motion Aceh earthquake“. E3S Web of Conferences 340 (2022): 02001. http://dx.doi.org/10.1051/e3sconf/202234002001.
Der volle Inhalt der QuelleMcCrum, D. P., G. Amato und R. Suhail. „Development of Seismic Fragility Functions for a Moment Resisting Reinforced Concrete Framed Structure“. Open Construction and Building Technology Journal 10, Nr. 1 (29.04.2016): 42–51. http://dx.doi.org/10.2174/1874836801610010042.
Der volle Inhalt der QuelleIsmael, Sarwar S., und Faris R. Ahmed. „Seismic Fragility Curves for Reinforced Concrete Dual System Buildings“. ARO-THE SCIENTIFIC JOURNAL OF KOYA UNIVERSITY 11, Nr. 1 (23.06.2023): 149–56. http://dx.doi.org/10.14500/aro.11172.
Der volle Inhalt der QuelleSarli, Prasanti Widyasih, Pramudita Satria Palar, Yuni Azhari, Andri Setiawan, Yongky Sanjaya, Sophia C. Sharon und Iswandi Imran. „Gaussian Process Regression for Seismic Fragility Assessment: Application to Non-Engineered Residential Buildings in Indonesia“. Buildings 13, Nr. 1 (27.12.2022): 59. http://dx.doi.org/10.3390/buildings13010059.
Der volle Inhalt der QuelleMansouri, Iman, Jong Wan Hu, Kazem Shakeri, Shahrokh Shahbazi und Bahareh Nouri. „Assessment of Seismic Vulnerability of Steel and RC Moment Buildings Using HAZUS and Statistical Methodologies“. Discrete Dynamics in Nature and Society 2017 (2017): 1–16. http://dx.doi.org/10.1155/2017/2698932.
Der volle Inhalt der QuelleBillah, A. H. M. Muntasir, und M. Shahria Alam. „Seismic fragility assessment of multi-span concrete highway bridges in British Columbia considering soil–structure interaction“. Canadian Journal of Civil Engineering 48, Nr. 1 (Januar 2021): 39–51. http://dx.doi.org/10.1139/cjce-2018-0667.
Der volle Inhalt der QuelleTavazo, H. A., und A. Ranjbaran. „Fragility Analysis of 3D Reinforced Concrete Frames Based on Endurance Time Method with Derived Standard Deviation“. Journal of Earthquake and Tsunami 11, Nr. 04 (Oktober 2017): 1750011. http://dx.doi.org/10.1142/s1793431117500117.
Der volle Inhalt der QuelleSonowal, D. B., und J. Pathak. „Seismic Fragility Analysis of an Existing Bridge Pier“. Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2 1, Nr. 1 (19.12.2022): 789–92. http://dx.doi.org/10.38208/acp.v1.583.
Der volle Inhalt der QuelleWang, Neng Jun, Jian Min Wang und Wen Ting Jiang. „Seismic Fragility Analysis of Reinforced Concrete Frames Based on the Service Age Variation“. Applied Mechanics and Materials 226-228 (November 2012): 953–56. http://dx.doi.org/10.4028/www.scientific.net/amm.226-228.953.
Der volle Inhalt der QuelleYılmaz, Mehmet Fatih, Barlas Özden Çağlayan und Kadir Özakgül. „Seismic assessment of a curved multi-span simply supported truss steel railway bridge“. Challenge Journal of Structural Mechanics 4, Nr. 1 (03.03.2018): 13. http://dx.doi.org/10.20528/cjsmec.2018.01.003.
Der volle Inhalt der QuelleKohns, Julia, Lothar Stempniewski und Alexander Stark. „Fragility Functions for Reinforced Concrete Structures Based on Multiscale Approach for Earthquake Damage Criteria“. Buildings 12, Nr. 8 (16.08.2022): 1253. http://dx.doi.org/10.3390/buildings12081253.
Der volle Inhalt der QuelleMirzaie Aminian, Farzad, Ehsan Khojastehfar und Hamid Ghanbari. „Effects of Near-fault Strong Ground Motions on Probabilistic Structural Seismic-induced Damages“. Civil Engineering Journal 5, Nr. 4 (27.04.2019): 796–809. http://dx.doi.org/10.28991/cej-2019-03091289.
Der volle Inhalt der QuelleHoang, Phuong Hoa, Hoang Nam Phan, Duy Thao Nguyen und Fabrizio Paolacci. „Kriging Metamodel-Based Seismic Fragility Analysis of Single-Bent Reinforced Concrete Highway Bridges“. Buildings 11, Nr. 6 (31.05.2021): 238. http://dx.doi.org/10.3390/buildings11060238.
Der volle Inhalt der QuelleXu, Xinyong, Xuhui Liu, Li Jiang und Mohd Yawar Ali Khan. „Dynamic Damage Mechanism and Seismic Fragility Analysis of an Aqueduct Structure“. Applied Sciences 11, Nr. 24 (09.12.2021): 11709. http://dx.doi.org/10.3390/app112411709.
Der volle Inhalt der QuelleKarimi, F., A. Ranjbaran und P. Amirian. „Effect of R, µ and T on the Fragility Curves for Two Spans Reinforced Concrete Highway Bridges“. Journal of Applied Engineering Sciences 9, Nr. 2 (01.12.2019): 145–54. http://dx.doi.org/10.2478/jaes-2019-0020.
Der volle Inhalt der QuelleUrlainis, Alon, und Igal M. Shohet. „Development of Exclusive Seismic Fragility Curves for Critical Infrastructure: An Oil Pumping Station Case Study“. Buildings 12, Nr. 6 (16.06.2022): 842. http://dx.doi.org/10.3390/buildings12060842.
Der volle Inhalt der QuelleGhimire, Narayan, und Hemchandra Chaulagain. „Seismic Fragility Analysis of Institutional Building of Pokhara University“. Himalayan Journal of Applied Science and Engineering 1, Nr. 1 (18.12.2020): 31–39. http://dx.doi.org/10.3126/hijase.v1i1.33539.
Der volle Inhalt der QuelleGe, Jiaxi, und Du Du. „Research on seismic fragility of subway station based on incremental dynamic analysis method“. Advances in Computer and Engineering Technology Research 1, Nr. 1 (16.11.2023): 48. http://dx.doi.org/10.61935/acetr.1.1.2023.p48.
Der volle Inhalt der QuelleHandiana Devi, Rida, Senot Sangadji und Halwan Alfisa Saifullah. „Fragility curve of low-to-mid-rise concrete frame retrofitted with FRP“. E3S Web of Conferences 156 (2020): 03006. http://dx.doi.org/10.1051/e3sconf/202015603006.
Der volle Inhalt der QuelleSoltanmohammadi, Hassan, Mohammadreza Mashayekhi, Mohammad Mahdi Memarpour, Denise-Penelope N. Kontoni und Masoud Mirtaheri. „Exploring the Effect of Near-Field Ground Motions on the Fragility Curves of Multi-Span Simply Supported Concrete Girder Bridges“. Infrastructures 9, Nr. 2 (26.01.2024): 19. http://dx.doi.org/10.3390/infrastructures9020019.
Der volle Inhalt der QuelleLee, Sangwoo, Shinyoung Kwag und Bu-seog Ju. „A Development of Seismic Fragility Curve of Box-Type Squat Shear Walls Using Data-Driven Surrogate Model Techniques“. International Journal of Energy Research 2024 (17.04.2024): 1–17. http://dx.doi.org/10.1155/2024/5872960.
Der volle Inhalt der QuelleNi, Peng Peng, Shu Hong Wang, Lei Jiang und Run Qiu Huang. „Seismic Risk Assessment of Structures Using Multiple Stripe Analysis“. Applied Mechanics and Materials 226-228 (November 2012): 897–900. http://dx.doi.org/10.4028/www.scientific.net/amm.226-228.897.
Der volle Inhalt der QuelleAsadi, Payam, und Hosein Sourani. „Fragility curves production by seismic improvement of the high-dimensional model representation method“. Engineering Computations 37, Nr. 1 (22.07.2019): 120–43. http://dx.doi.org/10.1108/ec-12-2018-0586.
Der volle Inhalt der QuelleRatna Hapsari, Isyana, Senot Sangadji und Stefanus Adi Kristiawan. „Seismic performance of four-storey masonry infilled reinforced concrete frame building“. MATEC Web of Conferences 195 (2018): 02017. http://dx.doi.org/10.1051/matecconf/201819502017.
Der volle Inhalt der QuelleBhattarai, Tulsiram, und Rajan Suwal. „Seismic Vulnerability Assessment of Hammer Head and Multicolumn Bridge Pier using Fragility Curve“. Journal of Structural Technology 7, Nr. 1 (07.02.2022): 24–32. http://dx.doi.org/10.46610/jost.2022.v07i01.004.
Der volle Inhalt der QuelleNesrine, Guettafi, Yahiaoui Djarir, Abbeche Khelifa und Bouzid Tayeb. „Performance Assessment of Interaction Soil Pile Structure Using the Fragility Methodology“. Civil Engineering Journal 7, Nr. 2 (01.02.2021): 376–98. http://dx.doi.org/10.28991/cej-2021-03091660.
Der volle Inhalt der QuelleYoshikawa, H., T. Ohtaki, Y. Maeda und T. Nakamura. „Seismic Fragility Curve and Damage Function in Earthquake Risk Analysis“. Concrete Journal 45, Nr. 10 (2007): 26–34. http://dx.doi.org/10.3151/coj1975.45.10_26.
Der volle Inhalt der QuelleIervolino, Iunio. „Estimation uncertainty for some common seismic fragility curve fitting methods“. Soil Dynamics and Earthquake Engineering 152 (Januar 2022): 107068. http://dx.doi.org/10.1016/j.soildyn.2021.107068.
Der volle Inhalt der QuelleAvşar, Özgür, Ahmet Yakut und Alp Caner. „Analytical Fragility Curves for Ordinary Highway Bridges in Turkey“. Earthquake Spectra 27, Nr. 4 (November 2011): 971–96. http://dx.doi.org/10.1193/1.3651349.
Der volle Inhalt der QuelleIrvansyah, Rifqi, Ibnu Rusydy und Andrean V. H. Simanjuntak. „A comparative analysis of seismic and tsunami fragility curves for school buildings in Banda Aceh coastal area“. E3S Web of Conferences 340 (2022): 02003. http://dx.doi.org/10.1051/e3sconf/202234002003.
Der volle Inhalt der QuelleGhaychi Afrouz, Setareh, Alireza Farzampour, Zahra Hejazi und Masoud Mojarab. „Evaluation of Seismic Vulnerability of Hospitals in the Tehran Metropolitan Area“. Buildings 11, Nr. 2 (05.02.2021): 54. http://dx.doi.org/10.3390/buildings11020054.
Der volle Inhalt der QuelleChang, Sungjin, Bubgyu Jeon, Shinyoung Kwag, Daegi Hahm und Seunghyun Eem. „Seismic Performance of Piping Systems of Isolated Nuclear Power Plants Determined by Numerical Considerations“. Energies 14, Nr. 13 (04.07.2021): 4028. http://dx.doi.org/10.3390/en14134028.
Der volle Inhalt der QuelleAnvarsamarin, Ali, Fayaz Rahimzadeh Rofooei und Masoud Nekooei. „Soil-Structure Interaction Effect on Fragility Curve of 3D Models of Concrete Moment-Resisting Buildings“. Shock and Vibration 2018 (2018): 1–13. http://dx.doi.org/10.1155/2018/7270137.
Der volle Inhalt der QuelleLee, Sangmok, Byungmin Kim und Young-Joo Lee. „Seismic Fragility Analysis of Steel Liquid Storage Tanks Using Earthquake Ground Motions Recorded in Korea“. Mathematical Problems in Engineering 2019 (15.07.2019): 1–15. http://dx.doi.org/10.1155/2019/6190159.
Der volle Inhalt der QuelleYOSHIDA, Ikumasa, und Tatsuya ONO. „SEISMIC FRAGILITY CURVE OF NATURAL SLOPE BASED ON SLOPE FAILURE DATABASE“. Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)) 76, Nr. 2 (2020): I_521—I_529. http://dx.doi.org/10.2208/jscejam.76.2_i_521.
Der volle Inhalt der QuelleThakur, Bhairav, Atul Desai, Hemal Shah und Gondaliya Kaushik. „Innovative Probabilistic Vulnerability Investigation of Nuclear Power Plant Structures under Far-Field Ground Motion“. Disaster Advances 16, Nr. 1 (15.12.2022): 14–22. http://dx.doi.org/10.25303/1601da14022.
Der volle Inhalt der QuelleSouheyla, Saddouki, Djarir Яхиауи und Rafik Demagh. „SEISMIC FRAGILITY EVALUATION OF SOIL-PILE-STRUCTURE INTERACTION EFFECTS SUBJECTED TO MAINSHOCK-AFTERSHOCK RECORDS“. International Journal for Computational Civil and Structural Engineering 19, Nr. 3 (29.09.2023): 92–113. http://dx.doi.org/10.22337/2587-9618-2023-19-3-92-113.
Der volle Inhalt der QuelleSangadji, Senot, Rida Handiana Devi Safarizki und Hendramawat Aski Safarizki. „Assessing Seismic Fragility of Low-Rise RC Buildings by means of Incremental Dynamic Analysis (IDA)“. E3S Web of Conferences 445 (2023): 01017. http://dx.doi.org/10.1051/e3sconf/202344501017.
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