Description
Authors: | Nandor Mago |
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Edition: | R4-145: 2013 |
Price: | PDF: Platinum Ordinary Member $144 Gold Associate Member $171 Non member $180
If you wish to purchase a hardcopy please email info@hera.org.nz |
Abstract: | Steel eccentrically braced frames (EBF) are expected to sustain damage during a design level earthquake through repeated cyclic deformation of the active link. A strucutral design assessment of the activiely link has been developed by SCNZ and the current FEA work intends to answer item by item the questions raised in the Objectives. |