Abstract
During the past two decades, countless and valuable studies have been conducted on passive seismic control of structures on two-dimensional shear frame model and a few on three-dimensional shear frames. To simulate the actual behavior of buildings with higher accuracy, it is necessary to use more realistic and more complex models in evaluating the seismic performance and controller design. In this study, two indicators related to the structural damage and efficiency control have been used for the seismic control of the structure considering the soil-structure interaction (SSI) effect. with a detailed and complex three-dimensional finite element model in the OpenSees software, a twenty-story concrete structure is designed by the performance based plastic design (PBPD) method; the optimization process of control system and structure performance under the circumstances taken into account at the design stage have been studied. Seismic performance subjected to three acceleration records of far-field earthquake has been investigated and to consider the effects of SSI, the simplified cone physical model has been used. Results indicate that according to the type of soil for which the structure is designed, Tuned Mass Damper (TMD) cannot be reliably used to reduce lateral displacement of the structure, but TMD shows a proper performance in reducing inter-story drift
Highlights
With a preliminary research on passive seismic control systems and structures with obvious benefits, this type of systems mainly including the cost of all this equipment and easy manufacturing process; engineers began to make extensive use of them to reduce the structural loads due to wind and earthquake loads [1,2,3,4]
The results showed that soil failure decreases Tuned Mass Damper (TMD) efficiency
In this study, constructing a three-dimensional finite element model of a high-rise with a concrete structure designed by performance based plastic design (PBPD), the effects of soil-structure interaction (SSI) under far-field earthquake and nonlinear behavior of structure have been studied
Summary
With a preliminary research on passive seismic control systems and structures with obvious benefits, this type of systems mainly including the cost of all this equipment and easy manufacturing process; engineers began to make extensive use of them to reduce the structural loads due to wind and earthquake loads [1,2,3,4]. It has been tried to obtain TMD optimum parameters by considering less attended aspects that have been already expressed from high rise concrete structure designed by PBPD and equipped with TMD through providing an accurate three-dimensional finite element model. For this purpose, time history analysis has been conducted on the twenty-story concrete structure model, under three far-field earthquake records. In this study, using criteria related to structural response and damage and structural damage, it has been tried to realistically evaluate the performance of TMD in concrete structures
Sign-in/Register to view highlights & summary Sign-in/Register to access full text options 
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call
