EXPERIMENTAL EVALUATION OF A 1/3rd SCALE LIGHTLY REINFORCED CONCRETE SLAB UNDER UNIFORM AND CONCENTRATED PUSH DOWN LOAD: EDGE CONDITIONS (Version A)
29 Jul 2014 | Publications | Contributor(s): Cristian Enmanuel Acevedo, Ariel Creagh, Jack Moehle, Wael M. Hassan, Ahmet Can Tanyeri
Tests were conducted on 1/3rd scale older reinforced concrete beam-slab system under support...
NEES@Berkeley project highlight: Mitigation of Collapse Risk of Older Concrete Buildings
01 Aug 2012 | Multimedia | Contributor(s): Heidi Tremayne (Faison), Khalid Mosalam, Shakhzod Takhirov, Jack Moehle, Sangjoon Park, Wael M. Hassan, NEES EOT
These experimental research tests at NEES@Berkeley are part of a larger project titled...
SEISMIC VULNERABILITY OF NON-SPECIAL BOUNDARY ELEMENT OF SHEAR WALL UNDER AXIAL FORCE REVERSALS
29 Jul 2012 | Publications | Contributor(s): Cristian Enmanuel Acevedo, Ariel Creagh, Jack Moehle, Wael M. Hassan, Ahmet Can Tanyeri
The poor building performance seen on the February 2010 Chile earthquake suggests
SEISMIC RESPONSE OF OLDER-TYPE REINFORCED CONCRETE CORNER JOINTS
29 Jul 2011 | Publications | Contributor(s): Wael M. Hassan, Sangjoon Park, Ricardo Rafael Lopez, Khalid Mosalam, Jack Moehle
Reinforced concrete buildings constructed prior to the introduction of ductile