Results 81 to 90 of about 687 (112)

Shear behavior of high-strength reinforced concrete beams with circular openings under fire exposure. [PDF]

Sci Rep
Sedawy AE, Beshr AAA, Mahmoud IA.
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Progressive Collapse of Exterior Reinforced Concrete Beam–Column Sub-assemblages: Considering the Effects of a Transverse Frame [PDF]

, 2016

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Numerical investigation of elastic-plastic buckling performance of circular arched cellular steel beam using nonlinear finite element analysis method. [PDF]

Heliyon
Zewudie BB, Zerfu K, Agon EC.
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Aspectes de la complexitat estructural de l'arquitectura d'Enric Miralles [PDF]

, 2009
Brufau Niubó, Robert
core  

Finite Element Analysis of Concrete Sandwich Panels Made with FRP Vierendeel-Truss Connectors

, 2021
Hamed, Ehab , Negru, Daniel
core  

Finite element modelling of steel connections with web openings: aseismic design and progressive collapse [PDF]

Pilbin, C, Tsavdaridis, KD
core  

Behaviour of cellular beams and cellular composite floors at ambient and elevated temperatures [PDF]

, 2010
Bake mohamadi, Siamak
core  

Extended End-Plate RWS Connections with Perforated Beams Under Cyclic Loading [PDF]

Lau, CK, Tsavdaridis, KD
core  

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Investigation on Vierendeel mechanism in steel beams with circular web openings

Journal of Constructional Steel Research, 2001
Abstract In the current design method for steel I beams with circular web openings, the load carrying capacities of the beams is assumed to be limited by the formation of plastic hinges at the top tee-sections at the low moment side of the web opening.
Chung, K.F., Liu, T.C.H., Ko, A.C.H.
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Investigation on Vierendeel mechanism failure of castellated steel beams with fillet corner web openings

Engineering Structures, 2014
Abstract Vierendeel failure of castellated steel beams (CSBs) with fillet corner web openings is investigated by the Finite Element Method. Compared to beams with circular openings, CSBs with the proposed fillet corner web openings need only one cut along the web centerline. Therefore the fabrication cost can be reduced. Effects of opening dimensions
Peijun Wang, Qijie Ma, Xudong Wang
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