نتائج البحث - "Linear Static"

Relation: Adhikari, O.S., Pereira, J.M. (2024). Numerical Modelling and Structural Analysis of Armoury Museum at City Palace Udaipur, Rajasthan, India. In: Endo, Y., Hanazato, T. (eds) Structural Analysis of Historical Constructions. SAHC 2023. RILEM Bookseries, vol 46. Springer, Cham. https://doi.org/10.1007/978-3-031-39450-8_32; 2211-0844; 978-3-031-39450-8

الاتاحة: https://hdl.handle.net/1822/87152

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5

Academic Journal

Fragility analysis of bridge structures: a global perspective & critical review of past & present trends

المؤلفون: Kanan Thakkar, Anshum Rana, Harsh Goyal

المصدر: Advances in Bridge Engineering, Vol 4, Iss 1, Pp 1-28 (2023)

مصطلحات موضوعية: Fragility analysis, Bridges, Non-linear static pushover analysis, Dynamic time history analysis, Incremental dynamic analysis, Failure probability, Bridge engineering, TG1-470

وصف الملف: electronic resource

Relation: https://doaj.org/toc/2662-5407

URL الوصول: https://doaj.org/article/dd0aa2b066894c55870c2e172e6a6f32

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6

Academic Journal

Assessment of the seismic capacity of existing RC buildings short columns or soft storey, in accordance with the Second-Degree Pre-earthquake Inspection

المؤلفون: PANAGOPOULOU, MARIA, Lamprini Zochiou

المصدر: Technical Annals; Vol. 1 No. 6 (2024): Technical Annals ; 2945-0330

مصطلحات موضوعية: Reinforced concrete, Second-degree pre-earthquake inspection, Non-linear static analysis, Building assessment, soft storey, short columns, failure index

وصف الملف: application/pdf

Relation: https://ejournals.epublishing.ekt.gr/index.php/ta/article/view/36868/28289; https://ejournals.epublishing.ekt.gr/index.php/ta/article/view/36868

الاتاحة: https://ejournals.epublishing.ekt.gr/index.php/ta/article/view/36868

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7

Academic Journal

Comparison of Linear and Nonlinear Procedures for the Analysis of the Seismic Performance of Straight Multi-Span RC Bridges

المؤلفون: Carlo Pettorruso, Virginio Quaglini

المصدر: Buildings, Vol 14, Iss 2, p 464 (2024)

مصطلحات موضوعية: RC bridges, seismic vulnerability, linear static analysis, linear time-history analysis, response spectrum analysis, modal pushover analysis, Building construction, TH1-9745

Relation: https://www.mdpi.com/2075-5309/14/2/464; https://doaj.org/toc/2075-5309; https://doaj.org/article/f5108e2a478d4585a8e65e64dc8ea246

الاتاحة: https://doi.org/10.3390/buildings14020464
https://doaj.org/article/f5108e2a478d4585a8e65e64dc8ea246

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8

Academic Journal

Assessment of Non-Linear Analyses of RC Buildings Retrofitted with Hysteretic Dampers According to the Italian Building Code

المؤلفون: Eleonora Bruschi, Virginio Quaglini

المصدر: Applied Sciences, Vol 14, Iss 7, p 2684 (2024)

مصطلحات موضوعية: hysteretic dampers, RC structures, non-linear static analysis, non-linear dynamic analysis, ductility factor, artificial accelerograms, Technology, Engineering (General). Civil engineering (General), TA1-2040, Biology (General), QH301-705.5, Physics, QC1-999, Chemistry, QD1-999

Relation: https://www.mdpi.com/2076-3417/14/7/2684; https://doaj.org/toc/2076-3417; https://doaj.org/article/6100ba49955b43ec89bdcaddf0b27787

الاتاحة: https://doi.org/10.3390/app14072684
https://doaj.org/article/6100ba49955b43ec89bdcaddf0b27787

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9

Academic Journal

Variability on Functionally Graded Plates’ Deflection Due to Uncertainty on Carbon Nanotubes’ Properties

المؤلفون: Alda Carvalho, Ana Martins, Ana F. Mota, Maria A. R. Loja

المصدر: Mathematical and Computational Applications, Vol 29, Iss 2, p 22 (2024)

مصطلحات موضوعية: linear static finite element analysis, functionally graded plates, carbon nanotubes, Monte Carlo simulation, multiple regression modeling, Applied mathematics. Quantitative methods, T57-57.97, Mathematics, QA1-939, Electronic computers. Computer science, QA75.5-76.95

Relation: https://www.mdpi.com/2297-8747/29/2/22; https://doaj.org/toc/1300-686X; https://doaj.org/toc/2297-8747; https://doaj.org/article/787698d5e720472b999159c51f776eb3

الاتاحة: https://doi.org/10.3390/mca29020022
https://doaj.org/article/787698d5e720472b999159c51f776eb3

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10

Academic Journal

Metaheuristic Optimization of Functionally Graded 2D and 3D Discrete Structures Using the Red Fox Algorithm

المؤلفون: J. S. D. Gaspar, M. A. R. Loja, J. I. Barbosa

المصدر: Journal of Composites Science, Vol 8, Iss 6, p 205 (2024)

مصطلحات موضوعية: structural optimization, Red Fox algorithm, two- and three-dimensional discrete structures, functionally graded materials, linear static analyses, free vibration analyses, Technology, Science

Relation: https://www.mdpi.com/2504-477X/8/6/205; https://doaj.org/toc/2504-477X; https://doaj.org/article/084d3eff81bb42609bd9b176c8b7adac

الاتاحة: https://doi.org/10.3390/jcs8060205
https://doaj.org/article/084d3eff81bb42609bd9b176c8b7adac

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11

Academic Journal

Evaluation of Linear Static Approach in Performance-Based Design of Steel Bending Frames

المؤلفون: M. Ghandehary, M. Akbari, M. Hanteh, O. Panahi

المصدر: مهندسی عمران شریف, Vol 38.2, Iss 3.2, Pp 67-77 (2022)

مصطلحات موضوعية: performance-based design, genetic algorithm, steel bending frame, linear static approach, nonlinear static approach, Building construction, TH1-9745

وصف الملف: electronic resource

Relation: https://sjce.journals.sharif.edu/article_22859_3b8c798038be02c95285ebb0fd9c174a.pdf; https://doaj.org/toc/2676-4768; https://doaj.org/toc/2676-4776

URL الوصول: https://doaj.org/article/2ad69a2bd7e14b06a46fa018c483bd50

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12

Conference

Seismic risk assessment of a new RC-framed skin technology for integrated retrofitting interventions on existing buildings

المؤلفون: Talledo, Diego, Federico, Rita, Rocca, Irene, Pozza, Luca, Savoia, Marco, Saetta, Anna

المساهمون: Talledo, Diego, Rita, Federico, Rocca, Irene, Pozza, Luca, Savoia, Marco, Saetta, Anna

مصطلحات موضوعية: RC-framed skin, seismic risk assessment, non-linear static analysi, existing RC building, retrofitting intervention

Relation: ispartofbook:XIX ANIDIS Conference, Seismic Engineering in Italy; XIX ANIDIS Conference, Seismic Engineering in Italy - XIX Convegno Anidis L'ingegneria sismica in Italia; volume:44; issue:1; firstpage:918; lastpage:925; numberofpages:8; journal:PROCEDIA STRUCTURAL INTEGRITY; https://hdl.handle.net/11578/323626; info:eu-repo/semantics/altIdentifier/scopus/2-s2.0-85132177405

الاتاحة: https://hdl.handle.net/11578/323626
https://doi.org/10.1016/j.prostr.2023.01.119

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13

Academic Journal

Seismic performance of confined versus unreinforced masonry buildings on hilly slopes using linear static and dynamic analysis approaches

المؤلفون: Maheshwari, Rohit, Singh, Binay Kumar, Marques, Rui Filipe Pedreira

مصطلحات موضوعية: Code-deficient masonry buildings, Confined masonry structures, Engineering demand parameters, Linear dynamic analysis, Linear static analysis, Seismic assessment

وصف الملف: application/pdf

Relation: https://link.springer.com/article/10.1007/s13369-023-08046-7; https://hdl.handle.net/1822/88753

الاتاحة: https://hdl.handle.net/1822/88753
https://doi.org/10.1007/s13369-023-08046-7

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14

Academic Journal

Seismic and Wind Analysis of Different Lateral Load Resisting Systems

المؤلفون: Madhav Jadiya, Vrunda Agarkar

مصطلحات موضوعية: Beam column system, Shear wall system, combined system, Linear static method, Response Spectrum method, Storey Displacement, Sotrey drift,Storey stiffness

Relation: https://doi.org/10.5281/zenodo.8378785; https://doi.org/10.5281/zenodo.8378786; oai:zenodo.org:8378786

الاتاحة: https://doi.org/10.5281/zenodo.8378786

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15

Academic Journal

Analysis of Multi-Storied Buildings for Plan Irregularities by Using ETAB

المؤلفون: Shital Salunkhe

المصدر: Journal of Earthquake Science and Soil Dynamics Engineering, 5(3), 1-10, (2023-01-19)

مصطلحات موضوعية: Linear Static Analysis, Storey Drift, Shear Force, Lateral Displacement, ETAB

Relation: https://zenodo.org/communities/civilpub; https://doi.org/10.5281/zenodo.7550533; https://doi.org/10.5281/zenodo.7550534; oai:zenodo.org:7550534

الاتاحة: https://doi.org/10.5281/zenodo.7550534

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16

Academic Journal

Site-Specific Seismic Analysis of Buildings Supported by Lightly Reinforced Precast Concrete Walls

المؤلفون: Xiangzhe Weng, Ryan D. Hoult, Elisa Lumantarna

المصدر: CivilEng; Volume 4; Issue 1; Pages: 270-291

مصطلحات موضوعية: site-specific response spectra, low-to-moderate seismicity, precast walls, grouted dowels, capacity spectrum method, moment–curvature analysis, plastic hinge analysis, non-linear static

وصف الملف: application/pdf

Relation: https://dx.doi.org/10.3390/civileng4010016

الاتاحة: https://doi.org/10.3390/civileng4010016

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17

Academic Journal

การประเมินกำลังต้านแผ่นดินไหวของอาคารโดยคำนึงถึงโครงสร้างฐานรากเสาเข็มSeismic Evaluation of Building Considering Pile Foundation

المؤلفون: Chaimahawan, Preeda, Shaingchin, Somboon, Chompoorat, Thanakorn, Thepomorg, Thanakit, Ketiyot, Rattapon

المساهمون: หน่วยวิจัยเพื่อความเป็นเลิศด้านการจัดการภัยพิบัติเพื่อการพัฒนาที่ยั่งยืน มหาวิทยาลัยพะเยา

المصدر: วารสารวิชาการพระจอมเกล้าพระนครเหนือ (The Journal of King Mongkut's University of Technology North Bangkok); Vol 33, No 3 (2023): July-September; ID. 233-014915 ; 2985-2145 ; 2985-2080

مصطلحات موضوعية: การประเมินอาคารต้านแผ่นดินไหว, ปฏิสัมพันธ์ระหว่างดินและโครงสร้าง, การวิเคราะห์โดยวิธีการผลัก, สถิตไม่เชิงเส้นSeismic Evaluation, Soil-structure Interaction, Push Over Analysis, Non-linear Static

وصف الملف: application/pdf

Relation: http://www.ojs.kmutnb.ac.th/index.php/kjournal/article/view/4915/4730; http://www.ojs.kmutnb.ac.th/index.php/kjournal/article/view/4915

الاتاحة: http://www.ojs.kmutnb.ac.th/index.php/kjournal/article/view/4915
https://doi.org/10.14416/j.kmutnb.2023.07.003

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