نتائج البحث - "composite action"

المصدر: Alsaleh , A , Cunningham , L & Achintha , M 2024 , Experimental and Numerical Investigation of FRP and Concrete Composite Deck Components . in M Forde (ed.) , Proceedings of the 19th European Bridge Conference, 2024 : Euro Bridge 2024 . European Bridge Conference 2024 , Edinburgh , United Kingdom , 11/06/24 .

مصطلحات موضوعية: Composite action, concrete topping, finite element analysis, FRP, pultruded profiles, ResearchInstitutes_Networks_Beacons/03/02, name=Advanced materials

وصف الملف: application/pdf

Relation: https://research.manchester.ac.uk/en/publications/dff458be-e70e-449f-ae76-63a2a9f4a0c2; urn:ISBN:0-947644-92-X

الاتاحة: https://research.manchester.ac.uk/en/publications/dff458be-e70e-449f-ae76-63a2a9f4a0c2
https://pure.manchester.ac.uk/ws/files/321932062/Alsaleh_et_al_Euro_bridge_June2024.pdf

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6

Academic Journal

Deconstructable variable stiffness shear connectors in FRP deck resting on multigirder bridge system : Analytical model

المؤلفون: Yossef, Mostafa, Chen, An, Elsayad, Mohamed, Abd El-Latif, Mohamed Y.

المساهمون: Department of Civil Engineering, Structures – Structural Engineering, Mechanics and Computation, Beijing Jiaotong University, Arab Academy for Science, Technology & Maritime Transport, Ain Shams University, Aalto-yliopisto, Aalto University

مصطلحات موضوعية: Composite beam system, Deck on girder, Degree of composite action, Fiber reinforced polymer, Shear lag model, Variable stiffness shear connectors

وصف الملف: application/pdf

Relation: Engineering Structures; Volume 307; Yossef, M, Chen, A, Elsayad, M & Abd El-Latif, M Y 2024, ' Deconstructable variable stiffness shear connectors in FRP deck resting on multigirder bridge system : Analytical model ', Engineering Structures, vol. 307, 117932 . https://doi.org/10.1016/j.engstruct.2024.117932; PURE UUID: 25e181bf-603e-41ba-bc1c-ca026a63d4ae; PURE ITEMURL: https://research.aalto.fi/en/publications/25e181bf-603e-41ba-bc1c-ca026a63d4ae; PURE LINK: http://www.scopus.com/inward/record.url?scp=85189464963&partnerID=8YFLogxK; PURE FILEURL: https://research.aalto.fi/files/143960051/1-s2.0-S0141029624004942-main.pdf; https://aaltodoc.aalto.fi/handle/123456789/127520; URN:NBN:fi:aalto-202404173139

الاتاحة: https://aaltodoc.aalto.fi/handle/123456789/127520
https://doi.org/10.1016/j.engstruct.2024.117932

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7

Academic Journal

Behavior of stiffened concrete-filled steel tube columns infilled with nanomaterial-based concrete subjected to axial compression

المؤلفون: Harpreet Singh, Aditya Kumar Tiwary, Sayed M. Eldin, R.A. Ilyas

المصدر: Journal of Materials Research and Technology, Vol 24, Iss , Pp 9580-9593 (2023)

مصطلحات موضوعية: Thin-walled concrete-filled double skin steel tube section, Catty-cornered propped CFST, Stiffened CFST, Ultimate load capacity, Load-strain behavior, Composite action, Mining engineering. Metallurgy, TN1-997

وصف الملف: electronic resource

Relation: http://www.sciencedirect.com/science/article/pii/S2238785423010992; https://doaj.org/toc/2238-7854

URL الوصول: https://doaj.org/article/cdc9a6ce19f64d9aba7ab63777742476

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8

Academic Journal

A Sequential Decision Algorithm of Reinforcement Learning for Composite Action Space

المؤلفون: Yuan Gao, Ye Wang, Lei Zhang, Lihong Guo, Jiang Li, Shouhong Sun

المصدر: IEEE Access, Vol 11, Pp 107669-107684 (2023)

مصطلحات موضوعية: Baseline, composite action space, multi-agent reinforcement learning, transformer, UAVs sensing and jamming strategy, Electrical engineering. Electronics. Nuclear engineering, TK1-9971

وصف الملف: electronic resource

Relation: https://ieeexplore.ieee.org/document/10266331/; https://doaj.org/toc/2169-3536

URL الوصول: https://doaj.org/article/4f71f02163c440549773315257ca11a4

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9

Academic Journal

Effects of waste tyre steel fibres on the ultimate capacity of headed studs in normal concrete

المؤلفون: Adam Nice Kangu, Stanley Muse Shitote, Richard Ocharo Onchiri, Mohammed Matallah

المصدر: Case Studies in Construction Materials, Vol 18, Iss , Pp e02166- (2023)

مصطلحات موضوعية: Shear studs, Composite action, Pushout specimen, Waste tyre steel fibres, Fibre-reinforced concrete, Materials of engineering and construction. Mechanics of materials, TA401-492

وصف الملف: electronic resource

Relation: http://www.sciencedirect.com/science/article/pii/S2214509523003467; https://doaj.org/toc/2214-5095

URL الوصول: https://doaj.org/article/adea7dfd51094473ba5ff2bbc24dcc9e

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10

Academic Journal

Performance of lightweight coconut shell concrete-filled circular steel tube columns under axial compression

المؤلفون: Ilanthalir Amala Sornam, Jerlin Regin Joseph Dominic

المصدر: Materials Research Express, Vol 11, Iss 8, p 085514 (2024)

مصطلحات موضوعية: concrete-filled steel tubes, coconut shell concrete, load-carrying capacity, composite action, structural efficiency, energy absorption, Materials of engineering and construction. Mechanics of materials, TA401-492, Chemical technology, TP1-1185

وصف الملف: electronic resource

Relation: https://doaj.org/toc/2053-1591

URL الوصول: https://doaj.org/article/4b735b065c9d4bae86e779fdb407e4f5

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11

Academic Journal

DESIGN OF NAILED TIMBER-CONCRETE COMPOSITE JOINT ACCORDING TO EUROCODE AND FEA

المؤلفون: Miloš Milić, Predrag Petronijević, Todor Vacev, Andrija Zorić, Ivan Nešović

المصدر: Facta Universitatis. Series: Architecture and Civil Engineering, Vol 20, Iss 3, Pp 301-311 (2022)

مصطلحات موضوعية: composite action timber-concrete, nail, rope effect, eurocode 5, fem, Architecture, NA1-9428, Engineering (General). Civil engineering (General), TA1-2040

وصف الملف: electronic resource

Relation: https://casopisi.junis.ni.ac.rs/index.php/FUArchCivEng/article/view/11274/4769; https://doaj.org/toc/0354-4605; https://doaj.org/toc/2406-0860

URL الوصول: https://doaj.org/article/cb71bee824404120beed1b84363abeac

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12

Academic Journal

OH + OKAY in informing sequences: On fuzzy boundaries in a particle combination

المؤلفون: Couper-Kuhlen Elizabeth

المصدر: Open Linguistics, Vol 7, Iss 1, Pp 816-836 (2021)

مصطلحات موضوعية: informing sequence, particle combination, american english, sequence-closing third, composite action, epistemics, turn construction, turn-initial particle, grammaticalization, Philology. Linguistics, P1-1091

وصف الملف: electronic resource

Relation: https://doaj.org/toc/2300-9969

URL الوصول: https://doaj.org/article/f00db5d4bb9647938a76c819ba468481

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13

Academic Journal

Experimental investigation using demountable steel-concrete composite reduced web section (RWS) connections under cyclic loads

المؤلفون: Almutairi, FF, Tsavdaridis, KD, Alonso-Rodriguez, A, Hajirasouliha, I

مصطلحات موضوعية: Experimental tests, RWS connections, Composite action, Demountable slabs, Cyclic loading, Retrofit

Relation: Bulletin of Earthquake Engineering; Published online 20 November 2023; https://doi.org/10.1007/s10518-023-01802-y; http://hdl.handle.net/10871/134610

الاتاحة: http://hdl.handle.net/10871/134610
https://doi.org/10.1007/s10518-023-01802-y

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14

Academic Journal

Survey on the Role of Beam-Column Connections in the Progressive Collapse Resistance of Steel Frame Buildings

المؤلفون: Panagiotis Stylianidis, John Bellos

المصدر: Buildings; Volume 13; Issue 7; Pages: 1696

مصطلحات موضوعية: beam axial force, bending moment, catenary action, column loss, composite action, compressive arching, rotation capacity, structural robustness

وصف الملف: application/pdf

Relation: Building Structures; https://dx.doi.org/10.3390/buildings13071696

الاتاحة: https://doi.org/10.3390/buildings13071696

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15

Academic Journal

Bending Performance of Concrete Sandwich Walls with Actual Boundary Conditions

المؤلفون: Dawei Yan, Haiying Wan, Anying Chen, Bing Wang

المصدر: Applied Sciences; Volume 13; Issue 3; Pages: 1229

مصطلحات موضوعية: concrete sandwich wall, bending performance, experimental program, actual boundary constraints, composite action degree

جغرافية الموضوع: agris

وصف الملف: application/pdf

Relation: https://dx.doi.org/10.3390/app13031229

الاتاحة: https://doi.org/10.3390/app13031229

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16

Academic Journal

Behavior of Two-Chord Steel–Concrete Composite Columns under Axial Compression

المؤلفون: Josip Kovač-Striko, Aleksandar Landović, Arpad Čeh, Miroslav Bešević

المصدر: Applied Sciences, Vol 13, Iss 23, p 12634 (2023)

مصطلحات موضوعية: two-chord columns, composite action, load-bearing capacity, experimental investigation, FEM modeling, Technology, Engineering (General). Civil engineering (General), TA1-2040, Biology (General), QH301-705.5, Physics, QC1-999, Chemistry, QD1-999

Relation: https://www.mdpi.com/2076-3417/13/23/12634; https://doaj.org/toc/2076-3417; https://doaj.org/article/5ca816e074274d38a1abaa9be59e5554

الاتاحة: https://doi.org/10.3390/app132312634
https://doaj.org/article/5ca816e074274d38a1abaa9be59e5554

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17

Torsion of a Norwegian bridge with partial box-action - a case study

المؤلفون: Vestman, Victor, Collin, Peter, Oudomphanh, Southinanh

المصدر: IABSE Symposium Prague 2022: Challenges for Existing and Oncoming Structures - Report.

مصطلحات موضوعية: Composite bridge, strengthening, horisontal bracing, composite action, box-action, Byggkonstruktion, Structural Engineering

وصف الملف: electronic

URL الوصول: https://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-91424
https://ltu.diva-portal.org/smash/get/diva2:1670181/FULLTEXT01.pdf

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18

Academic Journal

Finite Element Analysis and Calculation Method of Concrete-Filled Stainless Steel Tubes under Eccentric Tension

المؤلفون: Wen-Chao Xie, Yong Ye

المصدر: Buildings, Vol 13, Iss 11, p 2757 (2023)

مصطلحات موضوعية: concrete-filled stainless steel tube (CFSST), eccentric tension, finite element analysis, composite action, load-carrying capacity, Building construction, TH1-9745

وصف الملف: electronic resource

Relation: https://www.mdpi.com/2075-5309/13/11/2757; https://doaj.org/toc/2075-5309

URL الوصول: https://doaj.org/article/8695877e852d4a5c9cdac8803809db66

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19

Academic Journal

Partial to full composite action in steel–concrete sandwich beams: development of a modeling strategy and comparison to standards

المؤلفون: Calixte, Robine, Jason, Ludovic, Davenne, Luc

المساهمون: Laboratoire de Mécanique Systèmes et Simulation (LM2S), Service d'Etudes Mécaniques et Thermiques (SEMT), Département de Modélisation des Systèmes et Structures (DM2S), CEA-Direction des Energies (ex-Direction de l'Energie Nucléaire) (CEA-DES (ex-DEN)), Commissariat à l'énergie atomique et aux énergies alternatives (CEA)-Commissariat à l'énergie atomique et aux énergies alternatives (CEA)-Université Paris-Saclay-CEA-Direction des Energies (ex-Direction de l'Energie Nucléaire) (CEA-DES (ex-DEN)), Commissariat à l'énergie atomique et aux énergies alternatives (CEA)-Commissariat à l'énergie atomique et aux énergies alternatives (CEA)-Université Paris-Saclay-Département de Modélisation des Systèmes et Structures (DM2S), Commissariat à l'énergie atomique et aux énergies alternatives (CEA)-Commissariat à l'énergie atomique et aux énergies alternatives (CEA)-Université Paris-Saclay, Laboratoire Energétique Mécanique Electromagnétisme (LEME), Université Paris Nanterre (UPN)

المصدر: ISSN: 0976-6308.

مصطلحات موضوعية: Steel–concrete–steel sandwich beams, Numerical strategy, Full composite action, Partial composite action, Interfacial slip, [SPI]Engineering Sciences [physics]