Earlier research on seismic response modification coefficients predominantly relied on two-
dimensional (2D) nonlinear analysis with uniaxial seismic loading and overlooked the …

The effect of shear wall configurations on seismic responses of high‐rise RC buildings is
investigated in this paper using fragility analysis method. Four lower high‐rise RC buildings …

The selection of an efficient mitigation technique from a number of alternatives to reduce the
seismic risk of pre-seismic code school buildings is the main focus of this study. An on …

Ultra-high-performance fiber-reinforced concrete (UHP-FRC) has superior material
properties with high compressive strength (> 22 ksi [150 MPa]) and shear strength, improved …

Fragility analysis is an effective tool used to assess the seismic risk of high‐rise buildings.
During the process of fragility analysis, determining the engineering demand parameters …

Recommended seismic design coefficients in design codes were based on previous
research primarily on regular low-to medium-rise building configurations using two …

Shake table experiments are conducted to support the selection of performance criteria and
to verify the inelastic modeling approach for develo** the fragility functions of reinforced …

Despite the recent initiatives and developments in building design provisions using
performance-based design, practicing engineers frequently adopt force-based design …

Conventional construction methods of reinforced concrete (RC) structures generally require
a long construction period and high costs due to many on‐site temporary form works. In this …

Buildings in areas of high seismicity may be subjected to large axial stresses as well as
severe earthquake loading. In order to protect the integrity of these buildings, concrete …