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1.	Original version of the author's contribution as presented on USB, paper 3354.: PDF Large-Scale Testing of a Replaceable Connection for Concentrically Braced Frames Wiebe, Lydell ; Stevens, Daniel With an increased focus on seismic resilience, there is an increasing desire among engineers and clients for structures that can be rapidly returned to occupancy followin [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on USB, paper 3319.: PDF Global Seismic Performance of Steel Moment Resisting Frames With Different Connection Details Steneker, Paul ; Wiebe, Lydell The 1994 Northridge Earthquake highlighted the unacceptable performance of common connection details for moment resisting frames and led to many new details being develop [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on USB, paper 3253.: PDF Controlled Rocking Heavy Timber Walls for Regions of Low To Moderate Seismicity Wiebe, Lydell ; Kovacs, Michael Controlled rocking heavy timber walls (CRHTW) have been developed and implemented in New Zealand using PrestressedLaminated (Pres-Lam) timber products to resist large sei [...] Detailed record - Similar records
4.	Original version of the author's contribution as presented on USB, paper 2963.: PDF Collapse Assessment of Controlled Rocking Steel Braced Frames With Different Base Rocking Joint Parameters Steele, Taylor ; Wiebe, Lydell Previous studies have shown that designing controlled rocking steel braced frames (CRSBFs) using a response modification factor of R = 8 is sufficient to prevent collapse [...] Detailed record - Similar records

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