Results 11 to 20 of about 2,041,056 (248)

Method Considered Distortional-local Interaction Buckling for Bearing Capacity of Channels with Complex Edge Stiffeners and Web Stiffeners under Axial Compression

MATEC Web of Conferences, 2016
Using the current direct strengths method to predict the bearing capacity of channels with complex edge stiffeners and stiffeners in the web, it will make the excessively conservative results to the test data for it couldn’t account for the interaction ...
Wang Chungang, Bai Yu
doaj   +3 more sources

Numerical investigation of ultimate capacity enhancement in corrugated web steel beams with different stiffening configurations [PDF]

Scientific Reports
Corrugated web steel beams (CWSBs) are widely applied in modern construction due to their high strength-to-weight ratio and enhanced shear stability. However, research on strengthening strategies to further improve their structural efficiency remains ...
Aya Fouda, Mohamed Dabaon, Saad Eldeen Abdrabou, Mohamed Ghannam   +3 more
doaj   +2 more sources

Web tension field action of a stainless steel section with stiffened web and folded flanges under bending and shear interaction [PDF]

Scientific Reports
Compared with ordinary steels, stainless steels possess advantages such as robust corrosion resistance, beautiful appearance, and excellent ductility.
Shuang-E Huangfu, Zhong Tao, Yumiao Zhang, Zihao Yuan, Hexiao Li, Zhiqi Zhang   +5 more
doaj   +2 more sources

Eccentric Compression Behavior of RCFST Columns with Web Perforated T-Shaped Stiffeners

Buildings
Based on the previous axial compression tests by the authors, this study investigates the eccentric compression behavior of rectangular concrete-filled steel tubular (RCFST) columns with web-perforated T-shaped stiffeners through finite element analysis.
Qifan Jiang, Jun Zhang, Lvhong Sun, Yanchao Wu, Tuo Lei   +4 more
doaj   +2 more sources

Web Content Accessibility Guidelines 1.0 [PDF]

, 2008
Aquesta és una traducció catalana autoritzada d'un document del W3C. La publicació d'aquesta traducció ha seguit els passos descrits en la política de traduccions autoritzades W3C.
Térmens i Graells, Miquel, Ribera, Mireia, Sulé, Andreu   +2 more
core   +8 more sources

Numerical Investigation of Cold-Formed Stainless Steel Lipped Channels with Longitudinal Stiffeners Subjected to Shear [PDF]

, 2021
The shear response of the cold-formed stainless steel lipped channel sections with longitudinal stiffeners has not been investigated adequately in the past.
Poologanathan, K, Nagaratnam, B, Dissanayake, DMMP, Gunalan, S., Poologanathan, Keerthan, Wanniarachchi, K.S., Nagaratnam, B., Gunalan, S, Wanniarachchi, KS, Dissanayake, D. M. M. P., Tsavdaridis, K.D., Dissanayake Mudiyanselage, Madhushan, Nagaratnam, Brabha, Poologanathan, K., Tsavdaridis, KD, Wanniarachchi, K. S., Tsavdaridis, K. D.   +16 more
core   +1 more source

Pautas de accesibilidad de contenido web 2.0 [PDF]

, 2008
Las Pautas de Accesibilidad de Contenido Web 2.0 cubren un amplio espectro de recomendaciones para hacer el contenido Web más accesible. Seguir estas pautas hará el contenido accesible para una amplia variedad de personas con una discapacidad o varias ...
World Wide Web Consortium
core   +3 more sources

Buckling experiments on hollow flange beams with web stiffeners [PDF]

, 1996
A new cold-formed and resistance welded section known as the Hollow Flange Beam (HFB) has been developed recently in Australia. In contrast to the common lateral torsional buckling mode of I-beams, this unique section comprising two stiff triangular ...
Mahendran, Mahen, Mahendran, M., Avery, Philip, Avery, P.   +3 more
core   +2 more sources

Finite element analysis of hollow flange beams with web stiffeners [PDF]

, 1996
A new cold-formed and resistance welded section known as the Hollow Flange Beam (HFB) has been developed recently in Australia. In contrast to the common lateral torsional buckling mode of I-beams, this unique section comprising two stiff triangular ...
Mahendran, Mahen, Mahendran, M., Avery, Philip, Avery, P.   +3 more
core   +2 more sources

Infulence of the collumn web panel behaviour to the characteristics of beam-to-column joint / Kolonos sienelės elgsenos poveikis sijos-kolonos mazgo lenkiamosios galios ir standžio rodikliams

Engineering Structures and Technologies, 2013
The paper reviews the importance of the evaluation of actual Joints’ behavior during the designing and manufacturing of frame constructions. In this paper an overview of methods for evaluation of Joints’ characteristics is presented. The component method,
Kęstutis Urbonas, Alfonsas Daniūnas
doaj   +1 more source