Alternative approach to compute shear amplification in high‐rise reinforced concrete core wall buildings using uncoupled modal response history analysis procedure
The seismic response of the high‐rise reinforced concrete (RC) wall structures is really
complicated as several vibration modes other than the fundamental mode normally …
complicated as several vibration modes other than the fundamental mode normally …
Alternative approach to compute shear amplification in high‐rise reinforced concrete core wall buildings using uncoupled modal response history analysis procedure
T Mehmood, P Warnitchai, M Ahmed… - The Structural Design of …, 2017 - infona.pl
The seismic response of the high‐rise reinforced concrete (RC) wall structures is really
complicated as several vibration modes other than the fundamental mode normally …
complicated as several vibration modes other than the fundamental mode normally …
Alternative approach to compute shear amplification in high-rise reinforced concrete core wall buildings using uncoupled modal response history analysis procedure.
T Mehmood, P Warnitchai, M Ahmed… - Structural Design of …, 2017 - search.ebscohost.com
The seismic response of the high-rise reinforced concrete (RC) wall structures is really
complicated as several vibration modes other than the fundamental mode normally …
complicated as several vibration modes other than the fundamental mode normally …