Abstract: This paper explores the design for catenary structure using knitted textiles. Using the advantages of Grasshopper and Kangaroo parametric software to simulate and pre-design an overall form, the design is then translated to a pattern that can be made with hand manipulated stitches on a knitting machine. The textile takes advantage of the structure of knitted materials and the ability for it to stretch. Using different types of stitches to control the amount of stretch that can occur in portions of the textile generates an overall formal design. The textile is then hardened in an upside-down hanging position and then flipped right-side-up. This then becomes a structural catenary form. The resulting design is used as a small Cat House for a cat to sit inside and climb on top of.
Abstract: This paper proposes a thermal study of the
catenary/pantograph interface for a train in motion. A 2.5D
complex model of the pantograph strip has been defined and created
by a coupling between a 1D and a 2D model. Experimental and
simulation results are presented and with a comparison allow
validating the 2.5D model. Some physical phenomena are described
and presented with the help of the model such as the stagger
motion thermal effect, particular heats and the effect of the material
characteristics. Finally it is possible to predict the critical thermal
configuration during a train trip.
Abstract: Progressive collapse of buildings typically occurs
when abnormal loading conditions cause local damages, which leads
to a chain reaction of failure and ultimately catastrophic collapse. The
tie force (TF) method is one of the main design approaches for
progressive collapse. As the TF method is a simplified method, further
investigations on the reliability of the method is necessary. This study
aims to develop an improved TF method to design the cross wall
structures for progressive collapse. To this end, the pullout behavior of
strands in grout was firstly analyzed; and then, by considering the tie
force-slip relationship in the friction stage together with the catenary
action mechanism, a comprehensive analytical method was developed.
The reliability of this approach is verified by the experimental results
of concrete block pullout tests and full scale floor-to-floor joints tests
undertaken by Portland Cement Association (PCA). Discrepancies in
the tie force between the analytical results and codified specifications
have suggested the deficiency of TF method, hence an improved
model based on the analytical results has been proposed to address this
concern.