Numerical study on the modification of long links in eccentrically braced frame

In anticipating damages to buildings caused by earthquakes, many types of building constructions have been developed and studied. One of these is eccentrically braced frames that uses the link element as part of the structural element that serves to absorb seismic energy. When tested for its ductility, strength, rigidity and energy absorption, the long link performed more poorly compared to short ones. However, advantages of using long links includes space for architectural design and the ease of meeting building requirements. The focus of this study is to provide information on using supplemental double stiffeners on both sides of the web at the ends of long links. The behavior of long links is maintained by positioning the flange failures at the end of the link. The supplemental double stiffeners can improve performance of the long link due to the extension of the inelastic zone and the slowing of failure in the flange at both ends of the link. A numerical study was carried out on several specimens of the long link consisting of a standard specimen and specimens modified by the addition of supplemental double stiffeners. Long link specimens were modified by varying the thickness and hole width on the supplemental double stiffeners. The results showed that the addition of double stiffeners can improve the performance of long links compared to the standard link according to the requirements of AISC 341-10.