Wyniki wyszukiwania - BazTech

Ograniczanie wyników

2 Archives of Civil and Mechanical Engineering

Znaleziono wyników: 2

Liczba wyników na stronie

Wyniki wyszukiwania

Sortuj według:

Ogranicz wyniki do:

Shear performance of embedded anchor plates in reinforced concrete tilt-up panels under monotonic and cyclic loadings

Choi W. C., Jang S. J., Kim S. H., Yun H. D.

Archives of Civil and Mechanical Engineering

2018

Vol. 18, no. 2

430--441

Cast-in-place steel plates with headed steel studs constitute a common type of connection system in tilt-up members. These connection systems used in composite construction play an important role in vertical and lateral load transfer mechanisms and in the energy dissipation of seismic responses by allowing sufficient ductility and controlling cracks in the concrete elements. Due to the relatively thin concrete panel thickness, it is difficult to attain adequate ductility in connection system. This study examined design parameters, including the embedment depth-to-stud diameter ratio (hef/d), panel thickness, and supplementary reinforcement, in order to propose effective reinforcing methods to prevent premature failure such as pry-out failure. In addition, this study investigated the feasibility of current existing formulas, including those found in the American Concrete Institute 318M-14 provisions and in the Precast/Prestressed Concrete Institute Handbook with respect to the design variables. This study also investigated the difference between monotonic and cyclic test results and compared the results obtained from the literature.

Effects of stiffening sealant thickness on the structural performance of structural silicone glazing (SSG) sealant connections in curtain wall systems

Jang S. J., Yun H. D., Lee M. S.

Archives of Civil and Mechanical Engineering

2017

Vol. 17, no. 1

65--74

This paper describes the experimental results of tests of the structural behavior of structural silicone glazing (SSG) sealant connections in a curtain wall system in which structural sealant is placed between an aluminum frame and laminated glass panel. Cases often have been found where the structural sealant has been applied at a 45° angle from the inside of the curtain wall. Thus, assessment of the structural behavior of the SSG connections between the aluminum frame and glass panel in a curtain wall system is required. The tests conducted in this research include variables such as the use of Norton tape, the application (or omission) of end sealant, the thickness of the stiffening sealant applied on top of the structural sealant, and the span length of the glass panel. The test results indicate that the use of Norton tape directly affects the initial stiffness and strength values of the SSG connection and that the application of end sealant improves the strength and ductility of the SSG connection. However, the change in the maximum load per unit length caused by the application of stiffening sealant on the existing structural sealant was found to be insignificant.