Perez, F. J., & Salem, Y. (2018, April), Seismic Vulnerability Assessment of a Non-Ductile Reinforced Concrete Shear Wall Building  Paper presented at 2018 ASEE Mid-Atlantic Section Spring Conference, Washington, District of Columbia. 10.18260/1-2--29483

\bibitem{asee_peer_29483}
  Perez, F. J., \& Salem, Y. (2018, April), \emph{Seismic Vulnerability Assessment of a Non-Ductile Reinforced Concrete Shear Wall Building}
  Paper presented at 2018 ASEE Mid-Atlantic Section Spring Conference, Washington, District of Columbia.
  10.18260/1-2--29483

Felipe J. Perez and Yasser Salem.  "Seismic Vulnerability Assessment of a Non-Ductile Reinforced Concrete Shear Wall Building".  2018 ASEE Mid-Atlantic Section Spring Conference, Washington, District of Columbia, 2018, April.  ASEE Conferences, 2018.  https://peer.asee.org/29483 Internet.  20 Apr, 2024

\bibitem{asee_peer_29483}
  Felipe J. Perez and Yasser Salem.
  "Seismic Vulnerability Assessment of a Non-Ductile Reinforced Concrete Shear Wall Building".
  \emph{2018 ASEE Mid-Atlantic Section Spring Conference, Washington, District of Columbia, 2018, April}.
  ASEE Conferences, 2018.
  https://peer.asee.org/29483 Internet.  20 Apr, 2024

@INPROCEEDINGS{asee_peer_29483
author = "Felipe J. Perez and Yasser Salem"
title = "Seismic Vulnerability Assessment of a Non-Ductile Reinforced Concrete Shear Wall Building"
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/29483}
number = {10.18260/1-2--29483}
}

TY  - CPAPER
AB  - This paper presents results of a capstone senior project at California State Polytechnic University, Pomona. Students conducted a vulnerability assessment of a five-story building constructed in Southern California.  The structure has non-ductile concrete shear walls at the core and gravity frames at the perimeter.  Partial infilled walls exist within the perimeter frames, creating captive columns. Students studied as-built plans for the structure and conducted an assessment of the building based on FEMA-310. They modeled the structure in ETABS and performed an analysis under combined gravity and lateral loads. The students identified the most vulnerable structural elements in the building.  They proposed a retrofit scheme to mitigate the risk of collapse due to seismic loading, which includes adding supplemental reinforced concrete shear walls to reduce torsion, shotcreting to increase wall shear capacities, saw-cutting infill walls, and fiber wrapping to increase the shear capacity of vulnerable perimeter columns.
AU  - Felipe J. Perez
AU  - Yasser Salem
CY  - Washington, District of Columbia
DA  - 2018/04/06
PB  - ASEE Conferences
TI  - Seismic Vulnerability Assessment of a Non-Ductile Reinforced Concrete Shear Wall Building
UR  - https://peer.asee.org/29483
DO  - 10.18260/1-2--29483
ER  -