Salem, Y., & Perez, F. J. (2018, April), Seismic Retrofit of Non-Ductile Reinforced Concrete Dual Frame Building using Fiber Composite Jacketing   Paper presented at 2018 ASEE Mid-Atlantic Section Spring Conference, Washington, District of Columbia. 10.18260/1-2--29481

\bibitem{asee_peer_29481}
  Salem, Y., \& Perez, F. J. (2018, April), \emph{Seismic Retrofit of Non-Ductile Reinforced Concrete Dual Frame Building using Fiber Composite Jacketing }
  Paper presented at 2018 ASEE Mid-Atlantic Section Spring Conference, Washington, District of Columbia.
  10.18260/1-2--29481

Yasser Salem and Felipe J. Perez.  "Seismic Retrofit of Non-Ductile Reinforced Concrete Dual Frame Building using Fiber Composite Jacketing ".  2018 ASEE Mid-Atlantic Section Spring Conference, Washington, District of Columbia, 2018, April.  ASEE Conferences, 2018.  https://peer.asee.org/29481 Internet.  05 May, 2024

\bibitem{asee_peer_29481}
  Yasser Salem and Felipe J. Perez.
  "Seismic Retrofit of Non-Ductile Reinforced Concrete Dual Frame Building using Fiber Composite Jacketing ".
  \emph{2018 ASEE Mid-Atlantic Section Spring Conference, Washington, District of Columbia, 2018, April}.
  ASEE Conferences, 2018.
  https://peer.asee.org/29481 Internet.  05 May, 2024

@INPROCEEDINGS{asee_peer_29481
author = "Yasser Salem and Felipe J. Perez"
title = "Seismic Retrofit of Non-Ductile Reinforced Concrete Dual Frame Building using Fiber Composite Jacketing "
booktitle = "2018 ASEE Mid-Atlantic Section Spring Conference"
year = "2018"
month = "April"
address = "Washington, District of Columbia"
publisher = "ASEE Conferences"
note = {https://peer.asee.org/29481}
number = {10.18260/1-2--29481}
}

TY  - CPAPER
AB  - As a senior capstone project, students worked on the vulnerability assessment and seismic retrofit of a six-story non-ductile reinforced concrete dual system building comprised of perimeter non-ductile reinforced concrete moment frames and non-ductile core shear walls.  Students were given the as-built plans and specification of an existing building in Southern California that is considered to be at risk, from an earthquake resistant standpoint. Students performed structural analysis for both gravity and lateral systems using the SAP 2000 program for the as-built condition. Students then evaluated the demand-capacity ratios for each system. From this study, students were able to identify the main structural deficiencies which are concentrated around the exterior frames. The columns of the frames found lacking the required strength to meet the minimum accepted performance during a major earthquake.  Students proposed a retrofit scheme to mitigate the risk of collapse due to seismic loading. The most cost-effective retrofit solution for this building consisted of using fiber composite wrap around beams and columns in all the exterior frames. 
AU  - Yasser Salem
AU  - Felipe J. Perez
CY  - Washington, District of Columbia
DA  - 2018/04/06
PB  - ASEE Conferences
TI  - Seismic Retrofit of Non-Ductile Reinforced Concrete Dual Frame Building using Fiber Composite Jacketing 
UR  - https://peer.asee.org/29481
DO  - 10.18260/1-2--29481
ER  -