المؤلفون: Ardalan B. Hussein, Diyari B. Hussein

المصدر: Results in Engineering, Vol 24, Iss , Pp 102963- (2024)

مصطلحات موضوعية: Direct strength method (DSM), Back-to-back channels, Buckling, Cold-formed steel (CFS), Built-up I-Sections, Critical elastic buckling moment, Technology

وصف الملف: electronic resource

Relation: http://www.sciencedirect.com/science/article/pii/S2590123024012180; https://doaj.org/toc/2590-1230

URL الوصول: https://doaj.org/article/acbabb7e09cc41aa95e2f05c40e3ff7c

المؤلفون: Varun Sabu Sam, N. Anand, Mirvat Abdallah, Chady EI Hachem, Marc Azab, Diana Andrushia

المصدر: Frontiers in Built Environment, Vol 10 (2024)

مصطلحات موضوعية: cold-formed steel, mild steel, flexural behavior, finite element analysis, direct strength method, built-up beam, Engineering (General). Civil engineering (General), TA1-2040, City planning, HT165.5-169.9

وصف الملف: electronic resource

Relation: https://www.frontiersin.org/articles/10.3389/fbuil.2024.1466935/full; https://doaj.org/toc/2297-3362

URL الوصول: https://doaj.org/article/4bd4b35060f04b5da71b265bdbac9bc2

المؤلفون: Xingyou Yao, Chuhang Ruan, Yafei Liu, Yilin Liu, Hou Chen, Yanli Guo, Kaihua Zeng

المصدر: Results in Engineering, Vol 23, Iss , Pp 102716- (2024)

مصطلحات موضوعية: Lipped angle, Flexural-torsional buckling, Local buckling, Effective width method, Direct strength method, Post-buckling strength, Technology

وصف الملف: electronic resource

Relation: http://www.sciencedirect.com/science/article/pii/S259012302400971X; https://doaj.org/toc/2590-1230

URL الوصول: https://doaj.org/article/c9f74d5de5904ecea83879c5596edf3d

المؤلفون: Yu, Nanting

مصطلحات موضوعية: cold-formed steel beams, web perforations, built-up sections, distortional buckling, lateral-torsional buckling, finite strip method, finite element method, pure bending, uniformly distributed load, stress gradient, energy method, built-up section, ultimate capacity, non-linear analysis, direct strength method

URL الوصول: https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.847468

المؤلفون: Yanli Guo, Zeyu Nie, Xingyou Yao, Yilin Liu, Chong Chen, Kaihua Zeng

المصدر: Buildings, Vol 14, Iss 10, p 3132 (2024)

مصطلحات موضوعية: unequal-leg angle steel, local buckling, flexural buckling, direct strength method, effective width method, Building construction, TH1-9745

وصف الملف: electronic resource

Relation: https://www.mdpi.com/2075-5309/14/10/3132; https://doaj.org/toc/2075-5309

URL الوصول: https://doaj.org/article/74f83e6ca48b48ef9cdd2821d34840c8

المؤلفون: Langone, Gregory, Shamlooei, Majid, Ali, Usman, Ruan, Xiongfeng, Rossi, Barbara

المصدر: NSCC 2024, Nordic Steel Construction Conference 2024, Luleå, Sweden, 26-28 June 2024

مصطلحات موضوعية: direct strength method, fabricated, I-profile, hybrid, local buckling, Steel structures

Relation: https://zenodo.org/communities/nscc2024; https://doi.org/10.5281/zenodo.12213706; https://doi.org/10.5281/zenodo.12213707; oai:zenodo.org:12213707

الاتاحة: https://doi.org/10.5281/zenodo.12213707

المؤلفون: Alabi-Bello, Mutiu

المساهمون: Su, Meini, Wang, Yong

مصطلحات موضوعية: Uniform temperature, Local buckling, Global buckling, Non-uniform temperature, Beams and Beam-columns, Load ratio-limiting temperature, Direct Strength Method, Elevated temperatures, Steel sections, Thin-walled, Cold-formed, Distortional buckling

URL الوصول: https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.832995

المؤلفون: Varun Sabu Sam, Anand Nammalvar, Diana Andrushia, Beulah Gnana Ananthi Gurupatham, Krishanu Roy

المصدر: Buildings, Vol 14, Iss 8, p 2456 (2024)

مصطلحات موضوعية: cold-formed steel, galvanized iron, flexural behavior, finite element analysis, direct strength method, built-up, Building construction, TH1-9745

وصف الملف: electronic resource

Relation: https://www.mdpi.com/2075-5309/14/8/2456; https://doaj.org/toc/2075-5309

URL الوصول: https://doaj.org/article/33a3acde358a4d9d91db30ab83e5eb25

المؤلفون: Diyari B. Hussein, Ardalan B. Hussein

المصدر: Infrastructures, Vol 9, Iss 9, p 142 (2024)

مصطلحات موضوعية: axial load capacity, AS/NZS, cold-formed steel (CFS) channel section, direct strength method (DSM), eccentricity, finite element model (FEM), Technology

وصف الملف: electronic resource

Relation: https://www.mdpi.com/2412-3811/9/9/142; https://doaj.org/toc/2412-3811

URL الوصول: https://doaj.org/article/b777d9a992c34c5cbb2c2eb2340170e8

المؤلفون: Diyari B. Hussein, Ardalan B. Hussein

المصدر: Buildings, Vol 14, Iss 4, p 1127 (2024)

مصطلحات موضوعية: cold-formed steel (CFS), direct strength method (DSM), shear strength, sheathing, composite members, fire resistance, Building construction, TH1-9745

Relation: https://www.mdpi.com/2075-5309/14/4/1127; https://doaj.org/toc/2075-5309; https://doaj.org/article/0756514e99d24b8db9a9e075c1f82cb7

الاتاحة: https://doi.org/10.3390/buildings14041127
https://doaj.org/article/0756514e99d24b8db9a9e075c1f82cb7

المؤلفون: G. Jaya kumar, T. Kiran, N. Anand, M. Anbarasu, Eva Lubloy

المصدر: Case Studies in Construction Materials, Vol 18, Iss , Pp e01978- (2023)

مصطلحات موضوعية: Cold-formed steel, Flexural behaviour, Lateral torsional buckling, Direct strength method (DSM), Elevated temperature, Finite element analysis, Materials of engineering and construction. Mechanics of materials, TA401-492

وصف الملف: electronic resource

Relation: http://www.sciencedirect.com/science/article/pii/S2214509523001572; https://doaj.org/toc/2214-5095

URL الوصول: https://doaj.org/article/bb8ab116d7bb4b27ad072790fa5fd996

المؤلفون: Sherine Swelem, Ahmed Fahmy, Heba Ellafy

المصدر: Journal of Engineering and Applied Science, Vol 69, Iss 1, Pp 1-13 (2022)

مصطلحات موضوعية: Optimization, Cold-formed sections, Direct strength method, Particle swarm optimization, Regression analysis, Engineering (General). Civil engineering (General), TA1-2040

وصف الملف: electronic resource

Relation: https://doaj.org/toc/1110-1903; https://doaj.org/toc/2536-9512

URL الوصول: https://doaj.org/article/a9ca93a2549148ee8057414fee2bfb50

المؤلفون: Cai, Y, Zhou, F, Wang, L, Young, B

المساهمون: Department of Civil and Environmental Engineering

مصطلحات موضوعية: Concentrated bearing loads, Direct strength method, Elevated temperatures, Finite element analysis, Lean duplex stainless steel, Web crippling

Relation: http://hdl.handle.net/10397/98031; 160; 2-s2.0-85098852652; 107298; CEE-0410

الاتاحة: http://hdl.handle.net/10397/98031
https://doi.org/10.1016/j.tws.2020.107298

المؤلفون: Elilarasi Kanthasamy, Dinesh Lakshmanan Chandramohan, Gunalan Shanmuganathan, Keerthan Poologanathan, Perampalam Gatheeshgar, Marco Corradi, Alex Mcintosh

المصدر: Case Studies in Construction Materials, Vol 16, Iss , Pp e01022- (2022)

مصطلحات موضوعية: High-strength cold-formed steel, Unlipped channel section, Web crippling, End-One-Flange (EOF) load case, Finite element analysis, Direct strength method, Materials of engineering and construction. Mechanics of materials, TA401-492

وصف الملف: electronic resource

Relation: http://www.sciencedirect.com/science/article/pii/S2214509522001541; https://doaj.org/toc/2214-5095

URL الوصول: https://doaj.org/article/c3832e175eb74140bd2dc2ad790df4b9

المؤلفون: Hofmeyer, Herm, Geers, S.W.A., Snijder, H.H., Schafer, B.W.

المصدر: Hofmeyer , H , Geers , S W A , Snijder , H H & Schafer , B W 2022 , ' The Direct Strength Method for first generation trapezoidal steel sheeting under Interior One Flange and Interior Two Flange web crippling ' , Thin-Walled Structures , vol. 180 , 109795 . https://doi.org/10.1016/j.tws.2022.109795

مصطلحات موضوعية: Direct Strength Method (DSM), Finite element model, First generation trapezoidal steel sheeting, Interior One Flange (IOF), Interior Two Flange (ITF), Web crippling

الاتاحة: https://research.tue.nl/en/publications/9c134e65-dfe9-4372-9ad3-7013dd499be6
https://doi.org/10.1016/j.tws.2022.109795
http://www.scopus.com/inward/record.url?scp=85135416817&partnerID=8YFLogxK

المؤلفون: Ungermann, Dieter, Lemański, Tim, Brune, Bettina

مصطلحات موضوعية: ddc:690, Cold-formed steel sections, Stability, EN 1993-1-3, Direct Strength Method (DSM), Experimental Analysis, Finite Element Analysis

Relation: ce/papers;5(4); http://hdl.handle.net/2003/42277; http://dx.doi.org/10.17877/DE290R-24113

الاتاحة: http://hdl.handle.net/2003/42277
https://doi.org/10.17877/DE290R-24113

المؤلفون: Mahar, Akshay Mangal, Jayachandran, S. Arul, Mahendran, Mahen

المصدر: Thin-Walled Structures

مصطلحات موضوعية: Cold-formed steel, Built-up I section, Built-up box section, Local buckling, Unlipped channel section, Effective width method, Direct strength method

وصف الملف: application/pdf

Relation: https://eprints.qut.edu.au/229095/1/Paper.pdf; Mahar, Akshay Mangal, Jayachandran, S. Arul, & Mahendran, Mahen (2022) Design of locally buckling cold-formed steel built-up columns formed by unlipped channel sections. Thin-Walled Structures, 174, Article number: 109132.; http://purl.org/au-research/grants/arc/LP170100951; https://eprints.qut.edu.au/229095/; Centre for Materials Science; Faculty of Science; Faculty of Engineering; School of Civil & Environmental Engineering

الاتاحة: https://eprints.qut.edu.au/229095/

المؤلفون: Chen, S, Fang, H, Liu, JZ, Chan, TM

المساهمون: Department of Civil and Environmental Engineering

مصطلحات موضوعية: Bending, Continuous strength method, Direct strength method, Local buckling behaviour, The method from Kato, Welded high strength steel I-section

Relation: http://hdl.handle.net/10397/94031; 172; 2-s2.0-85122020143; 108792; a1517; 45306

الاتاحة: http://hdl.handle.net/10397/94031
https://doi.org/10.1016/j.tws.2021.108792

المؤلفون: Chen, MT, Young, B

المساهمون: Department of Civil and Environmental Engineering

مصطلحات موضوعية: Cold-formed, Direct strength method, Finite element, Pin-ended columns, Semi-oval hollow sections, Structural design

Relation: http://hdl.handle.net/10397/95171; 174; 184; 151; 2-s2.0-85054088821; RGC-B2-0625

الاتاحة: http://hdl.handle.net/10397/95171
https://doi.org/10.1016/j.jcsr.2018.09.009

المؤلفون: Chen, MT, Young, B

المساهمون: Department of Civil and Environmental Engineering

مصطلحات موضوعية: Cold-formed, Direct Strength Method, Elliptical hollow section, Pin-ended columns, Structural design

Relation: http://hdl.handle.net/10397/95160; 267; 279; 136; 2-s2.0-85059322818; RGC-B2-0627

الاتاحة: http://hdl.handle.net/10397/95160
https://doi.org/10.1016/j.tws.2018.11.024