In certain common cases, boundaries at the critical section of multistory reinforced concrete shear wall buildings are expected to undergo large compressive strains that [...]

Post earthquake reconnaissance studies show that the primary cause of collapse in older non-seismically detailed reinforced concrete buildings is the loss of vertical-loa [...]

In areas of high seismicity around the world, the collapse vulnerability of older RC structures built prior to the advent of more effective seismic design codes is under [...]

Following a series of discussions among engineers, building officials, and other individuals with an interest in dangers posed by nonductile concrete buildings, a volunte [...]