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Shear Capacity Assessment of Steel-To-CLT Connectors

2023
In modern prefabricated wooden buildings, CLT elements (Cross Laminated Timber, also known as Xlam, CrossLam or BSP) are assembled into macro elements (e.g., walls and slabs) and anchored by means of steel brackets and fasteners. A wide variety of such elements, in the shape of nails, screws and bolts, has been used in the construction market in recent
Matteo Salvalaggio   +2 more
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Shear Capacity Study on Double-Nut Stud Shear Connector

Advanced Materials Research, 2012
A new stud—double-nut stud was present. The goals of the study were two fold, firstly to compare with traditional stud and secondly to search the affect factors of capacity, get calculation equations .We present an analysis of double-nut stud, include different concrete strength and different stud size.
Yang Wang, Tian Li
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Shear Capacity – Crossing Borders

2017
In order to get the Eurocodes accepted, it was necessary to allow national choices with regard to parameters where no agreement between the countries involved could be reached. For the determination of the shear capacity EN1992-1-1 defines eight parameters subject to national choices (and EN1992-2 even introduces two more).
Piet Barten, Marcel ‘t Hart
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Load capacity of perforated shear connector

Pollack Periodica, 2006
Several types of economical and effective connectors are commonly used for composite steel and concrete beams at present. Perforated shear connector has been developed during last two decades and have become popular due to their advantageous properties.
Peter, CHROMIAK, Jiri, STUDNICKA
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Analysis of the Reinforced Masonry on Shear Capacity

Advanced Materials Research, 2013
The reinforced masonry structure system is turned up as a new group of high-rise building structure type. This paper mainly researched the shear of reinforced masonry structure under earthquake. The maximum shears of the structure are calculated in X and Y direction by numerical analysis method.
Yang Yu   +3 more
openaire   +1 more source

Effect of Flexural Ductility on Shear Capacity

Structures Congress 2008, 2008
The seismic performance of RC bridge piers is a significant issue because the interaction of flexural ductility and shear capacity of such piers with varied amounts of lateral reinforcement is not well established. Several relationships between flexural ductility and shear capacity have been proposed by various researchers in the past.
Rachel Howser, A. Laskar, Y. L. Mo
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High shear capacity ribbed piles

2012
Ribbed bored piles are known to give increased shaft capacity in comparison to conventional straight shafted bored piles. The commercial benefit of greater pile capacity is cheaper foundations. Significant environmental benefits will also accrue from the use of efficient foundations that are able to carry higher load, leading to less excavation and ...
Gorasia, R.J., McNamara, A.M.
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Simple Model for Shear Capacity of Webs

Journal of Structural Engineering, 1991
The ultimate load capacity of shear webs in a plate girder is modeled as the sum of the contributions of the web and the flanges. After initial elastic buckling due to a uniformly distributed shear stress, the web provides an increasing shear resistance by virtue of a changing shear stress distribution along the boundary, in which the shear stress ...
Waflk Ajam, Cedric Marsh
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Shear capacity of the Ruytenschildt bridge

2016
Steel & Composite ...
Lantsoght, E.O.L. (author)   +2 more
openaire   +1 more source

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