Abstract Modified Partial Capacity Design (M-PCD) is an alternative design method for seismic-resistant structures. M-PCD adopts the partial side sway mechanism its failure where beams and some columns are allowed to develop plastic hinges. This uses two models design. The first model simulates a small earthquake occurrence used columns. second larger damages on structure. elastic designed base...

In order to realize the design concept of “strengthened column and weakened beam, strengthened connection joints components” ensure improvement joints’ bearing capacity transfer plastic hinges along beams far away from ends, this paper proposes a new type prefabricated with strengthen-weaken beam-column connection, changes multiple parameters. Six joint models are designed for finite element an...

In this study, it is aimed to investigate the seismic performance of a reinforced concrete (RC) structural system exposed high temperatures. For purpose, RC structure with 4 floors and spacings was designed. First all, column beam elements were modeled by using ANSYS software then, thermal analysis performed assuming that they standard fire curve obtain temperature distributions in cross-sectio...

This case report presents an implant-aided prosthetic treatment in which peri-implant plastic surgery techniques were applied in combination to satisfactorily attain functional aesthetic expectations. Peri-implant plastic surgery enables the successful reconstruction and restoration of the balance between soft and hard tissues and allows the option of implant-aided fixed prosthetic rehabilitation.