Vibracioni Absorber Za Zgradu Pri Seizmičkom Poremećaju

Cvetićanin, L.; Rakarić, Zvonko; Zukovic, M.

doi:10.14415/konferencijagfs2018.010

Search citation statements

Order By: Relevance

Paper Sections

Select...

Mathematical Model1

Introduction1

Citation Types

Supporting

Mentioning

Contrasting

Year Published

2021

Publication Types

Select...

Article1

Relationship

Self Cite1

Independent0

Authors

Journals

Cited by 1 publication

(2 citation statements)

References 4 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…The following notations are introduced in expression ( 4 The external time-varying load can be, as suggested in [1], modeled as follows:…”

Section: Mathematical Modelmentioning

confidence: 99%

“…For example, a typical problem is the method of superposition, which is not valid in nonlinear theory. This paper will present a part of the research that represents a further continuation of the work [1]. The aim is to show the possibility of applying a single TMD, which is a simple construction, to reduce unwanted vibrations in an engineering structure.…”

Section: Introductionmentioning

confidence: 99%

See 1 more Smart Citation

O Jednom Nelinearnom Modelu Dinamičkog Amortizera U Konstrukcijama

Rakarić¹,

Lukešević²

2021

Zbornik GFS

Self Cite

View full text Add to dashboard Cite

This paper considers the application of a nonlinear model of a dynamic shock absorber in building structures. The considered dynamic shock absorber forms a strained elastic rope with a concentrated mass on it. This dynamic shock absorber is structurally very simple and can be easily installed on various types of structures such as e.g. platforms, metal structures and other structures. The main advantage of such a dynamic shock absorber is the possibility to achieve its essential dynamic characteristics with the prestressing of the elastic rope (cable). The paper analytically and numerically considers the behavior of a model of a given structure that is exposed to different types of dynamic loading.

show abstract

“…The following notations are introduced in expression ( 4 The external time-varying load can be, as suggested in [1], modeled as follows:…”

Section: Mathematical Modelmentioning

confidence: 99%

Section: Introductionmentioning

confidence: 99%