As the standards of bridge design and construction continue to improve, more combination bridges are being put into use. The public’s demand for aesthetically pleasing is also increasing, making it necessary use special structure steel–concrete combinations, continuous V-shaped piers, continuously stiffened bridges. This has structural mechanical characteristics both a girder pier bridge. span ...

Research was conducted to analytically investigate the blast-response and behavior of multihazard-resistant bridge piers having circular-shaped, concrete-filled steel tube (CFST) columns. Two different analysis methods, namely a single-degree-of-freedom (SDOF) dynamic analysis and a fiber-based dynamic analysis, were used for this purpose and calibrated with the maximum residual deformations ob...

The association between happiness and social relationships was examined in 9to 12-year-old children. Participants included 432 children and their parents. Children’s happiness was assessed using self-rating scales, parent’s ratings, and the Happiness and Satisfaction Subscale from the Piers-Harris Children’s Self-Concept Scale, Second Edition (Piers and Herzberg 2002). Children’s social relatio...

Braced piers of steel truss bridges having braces with latticed built-up cross-sections may su er significant damage during earthquakes due to the buckling, rapid strength degradation, and fracture of the braces. One retro t alternative for such a bridge pier is to supplement the existing structural system with a system of energy dissipation devices (or structural fuses) that will yield and dis...

In many cases, a set of obstacles, such as bridge piers and abutments, are located in the river waterway. Bridge piers disrupt river’s normal flow, and the created turbulence and disturbance causes diversion of flow lines and creates rotational flow. Geometric shape and position of the piers with respect to flow direction and also number of piers and their spacing are effective on changing the ...

Local scour around bridge piers and abutments is one of the most significant causes failure. Despite a plethora studies on individual or abutments, few have focused joint impact pier an abutment in proximity to another scour. This study conducted laboratory experiments flow analyses examine interaction their effect clear-water The were rectangular flume. They included 18 main tests (with combin...

The effects of a habilitative hospital admission for the multidisciplinary teaching of activities of daily living were investigated with 3 children with spina bifida and 1 child with juvenile arthritis. Specific evaluation tools included analysis of individualized goals, the Klein-Bell Activity of Daily Living Scale (Klein & Bell, 1979), the Physical Child Care Record (Johnson & Dietz, 1985), a...

Unreinforced masonry (URM) walls comprise vertical piers and horizontal spandrels, which together form the lateral load resisting system. Whereas past research yielded significant advances in the understanding of the force–deformation characteristics of masonry piers, knowledge of the behaviour of masonry spandrels is lacking. This paper makes a contribution to our understanding of the seismic ...

This paper presents the first part of a series of uniaxial cyclic tests on lap-splices. The work is conducted within the framework of a project on the seismic behaviour of existing, poorly detailed bridge piers which are typically constructed with a lap-splice above the footing. The test series presented here was initiated to study the influence of load history, especially with regards to the c...