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Ultra low cycle fatigue of welded steel joints under multiaxial loading

Alain Nussbaumer, Albano António De Abreu E Presa De Castro E Sousa

Ultra low cycle fatigue (ULCF) is a phenomenon that can be summarily defined as the deterioration of material properties under high amplitude cyclic loading, under which failure is reached typically within ten to twenty cycles. This phenomenon is observed ...

CRC Press/Balkema2016

Behaviour of U-shaped RC walls under quasi-static cyclic diagonal loading

Katrin Beyer, Raluca-Tereza Constantin

This article presents results from the experimental testing of two half-scale RC U-shaped walls under quasi-static cyclic bi-directional loading along the diagonal direction of the U-shaped section, which were recently completed at EPFL. The main objective ...

Elsevier2016

Force Transfer around Openings in Cross-Laminated Timber Shear Walls

Sai Ganesh Sarvotham Pai

This paper presents a study on force transfer around openings (FTAO) in cross-laminated timber (CLT) shear walls. To elucidate the load transfer mechanism in CLT walls, this study used finite-element models to study five different CLT shear wall configurat ...

Asce-Amer Soc Civil Engineers2016

Finite element simulation of buckling of extended beam-to-girder shear tab connections under gravity induced shear force

Dimitrios Lignos

Extended shear tab connections (either in full-depth or partial-depth configurations) have been widely used to connect simply supported beams to the web of supporting girders. Full-scale laboratory tests of extended beam-to-girder shear tab connections dem ...

Structural Stability Research Council2016

Selected Aspects Of Designing Deep Excavations

Rafal Filip Obrzud

This paper analyzes two approaches to serviceability limit state (SLS) verification for the deep excavation boundary value problem. The verification is carried out by means of the finite element (FE) method with the aid of the commercial program ZSoil v201 ...

Walter de Gruyter GmbH2016

Vector-Based 3D Graphic Statics (Part II): Construction of Force Diagrams

Corentin Jean Dominique Fivet, Pierluigi D'Acunto

This paper presents an approach to the extension of graphic statics force diagrams to the third dimension. The main focus is to build 3D force diagrams out of vectors, so that each edge in the form diagram corresponds to two parallel vectors in the force d ...

IASS2016

Characterization of rotational behavior of web-flange junctions of pultruded GFRP bridge decks

Thomas Keller, Julia De Castro San Roman Fest, Sonia Yanes Armas

The rotational behavior of the web-flange junctions (WFJs) of a pultruded GFRP bridge deck system was investigated. The rotational response of three WFJ types was characterized. An experimental procedure based on three-point bending and cantilever experime ...

2016

Aramid/glass fiber-reinforced thermal break - Structural system performance

Thomas Keller, Julia De Castro San Roman Fest, Kyriaki Goulouti

Energetically critical points in thermally insulating building envelopes are caused by penetrations of building interior concrete slabs through the envelope insulation layers to create external balconies. A new highly insulating balcony thermal break eleme ...

Elsevier2016

Development and Testing of Naturally Buckling Steel Braces

Hiroyuki Inamasu

Steel concentrically braced frames inherently provide great strength and stiffness, and are widely used for seismic resisting systems in buildings. These include conventional buckling braced frames and buckling restrained braced frames. Although the latter ...

American Society of Civil Engineers2016

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Truss

Ultra low cycle fatigue of welded steel joints under multiaxial loading

Behaviour of U-shaped RC walls under quasi-static cyclic diagonal loading

Comparison of Seismic Design Requirements for Steel Moment Resisting Frames with Emphasis on Stability of Columns in North America, New Zealand, and Europe

Force Transfer around Openings in Cross-Laminated Timber Shear Walls

Finite element simulation of buckling of extended beam-to-girder shear tab connections under gravity induced shear force

Selected Aspects Of Designing Deep Excavations

Vector-Based 3D Graphic Statics (Part II): Construction of Force Diagrams

Characterization of rotational behavior of web-flange junctions of pultruded GFRP bridge decks

Aramid/glass fiber-reinforced thermal break - Structural system performance

Development and Testing of Naturally Buckling Steel Braces

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Chat with Graph Search

Finite element simulation of buckling of extended beam-to-girder shear tab connections under gravity induced shear force

Ultra low cycle fatigue of welded steel joints under multiaxial loading

Selected Aspects Of Designing Deep Excavations

Development and Testing of Naturally Buckling Steel Braces

Vector-Based 3D Graphic Statics (Part II): Construction of Force Diagrams

Comparison of Seismic Design Requirements for Steel Moment Resisting Frames with Emphasis on Stability of Columns in North America, New Zealand, and Europe

Behaviour of U-shaped RC walls under quasi-static cyclic diagonal loading

Characterization of rotational behavior of web-flange junctions of pultruded GFRP bridge decks

Force Transfer around Openings in Cross-Laminated Timber Shear Walls

Aramid/glass fiber-reinforced thermal break - Structural system performance