In this paper, the vibration reduction for a stable inverted pendulum with passive mass–
spring-pendulum-type dynamic vibration absorber (DVA) is investigated. Results obtained …

The beneficial or detrimental effect of seismic soil-structure interaction (SSI) is still a
controversial issue. A parametric analysis of the seismic SSI effects of a large number of …

Relying on the ductile behaviour of structures during earthquake, building codes introduce
response reduction factors (R) to reduce design forces in earthquake resistant design …

The concept of equivalent linearization, in which the actual nonlinear structure is replaced
by an equivalent linear single‐degree‐of‐freedom (SDOF) system, is extended for soil …

This thesis explores next generation passive and semi-active tuned mass damper (PTMD
and SATMD) building systems for reducing the seismic response of tall structures and …

Cantilever retaining wall movements generally depend on the intensity and duration of
ground motion, the response of the soil underlying the wall, the response of the backfill, the …

In this paper, a simplified methodology of analysis for the seismic response of 3-dimensional
irregular high-rise buildings on a rigid footing resting on the surface of a linear elastic half …

For a foundation–soil system undergoing coupled horizontal and rocking motions, a
simplified mass–spring–dashpot model is proposed to simulate unbounded soil. Through …

Abbreviation: TMD-tuned mass damper; SATMD-semiactive-tuned mass dampers; MDOF-
multiple degrees of freedom; mi-mass of ith story of the building; ci-damping coefficient of the …

Birbirine yakın konumda bulunan yapıların arasında meydana gelen yapı-zemin-yapı
etkileşimi, yapı-zemin etkileşimine kıyasla daha çok ihmal edilmektedir. Yapı-zemin …