東華大學圖書館 |

語系: 繁體中文

說明(常見問題)

回圖書館首頁

手機版館藏查詢

登入

回首頁

切換: 標籤 | MARC模式 | ISBD

Vibrations and stability of complex ...

Stojanovic, Vladimir.

FindBook

Google Book

Amazon

博客來

Vibrations and stability of complex beam systems

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Vibrations and stability of complex beam systems/ by Vladimir Stojanovic, Predrag Kozic.
作者:	Stojanovic, Vladimir.
其他作者:	Kozic, Predrag.
出版者:	Cham :Springer International Publishing : : 2015.,
面頁冊數:	xii, 166 p. :ill. (some col.), digital ;24 cm.
內容註:	Introductory remarks -- Free vibrations and stability of an elastically connected double-beam system -- Effects of axial compression forces, rotary inertia and shear on forced vibrations of the system of two elastically connected beams -- Static and stochastic stability of an elastically connected beam system on an elastic foundation -- The effects of rotary inertia and transverse shear on the vibration and stability of the elastically connected Timoshenko beam-system on elastic foundation -- The effects of rotary inertia and transverse shear on vibration and stability of the system of elastically connected Reddy-Bickford beams on elastic foundation -- Geometrically non-linear vibration of Timoshenko damaged beams using the new p–version of finite element method. .
Contained By:	Springer eBooks
標題:	Vibration. -
電子資源:	http://dx.doi.org/10.1007/978-3-319-13767-4
ISBN:	9783319137674 (electronic bk.)

Vibrations and stability of complex beam systems
Stojanovic, Vladimir.

Vibrations and stability of complex beam systems[electronic resource] /by Vladimir Stojanovic, Predrag Kozic. - Cham :Springer International Publishing :2015. - xii, 166 p. :ill. (some col.), digital ;24 cm. - Springer tracts in mechanical engineering,2195-9862. - Springer tracts in mechanical engineering..

Introductory remarks -- Free vibrations and stability of an elastically connected double-beam system -- Effects of axial compression forces, rotary inertia and shear on forced vibrations of the system of two elastically connected beams -- Static and stochastic stability of an elastically connected beam system on an elastic foundation -- The effects of rotary inertia and transverse shear on the vibration and stability of the elastically connected Timoshenko beam-system on elastic foundation -- The effects of rotary inertia and transverse shear on vibration and stability of the system of elastically connected Reddy-Bickford beams on elastic foundation -- Geometrically non-linear vibration of Timoshenko damaged beams using the new p–version of finite element method. .

This book reports on solved problems concerning vibrations and stability of complex beam systems. The complexity of a system is considered from two points of view: the complexity originating from the nature of the structure, in the case of two or more elastically connected beams; and the complexity derived from the dynamic behavior of the system, in the case of a damaged single beam, resulting from the harm done to its simple structure. Furthermore, the book describes the analytical derivation of equations of two or more elastically connected beams, using four different theories (Euler, Rayleigh, Timoshenko and Reddy-Bickford). It also reports on a new, improved p-version of the finite element method for geometrically nonlinear vibrations. The new method provides more accurate approximations of solutions, while also allowing us to analyze geometrically nonlinear vibrations. The book describes the appearance of longitudinal vibrations of damaged clamped-clamped beams as a result of discontinuity (damage). It describes the cases of stability in detail, employing all four theories, and provides the readers with practical examples of stochastic stability. Overall, the book succeeds in collecting in one place theoretical analyses, mathematical modeling and validation approaches based on various methods, thus providing the readers with a comprehensive toolkit for performing vibration analysis on complex beam systems.

ISBN: 9783319137674 (electronic bk.)

Standard No.: 10.1007/978-3-319-13767-4doiSubjects--Topical Terms:

544256
Vibration.

LC Class. No.: TA355

Dewey Class. No.: 620.3

Vibrations and stability of complex beam systems
LDR:03259nmm a2200337 a 4500 001 1995287
003 DE-He213
005 20150918092644.0
006 m d
007 cr nn 008maaau
008 151019s2015 gw s 0 eng d
020 $a 9783319137674 (electronic bk.)
020 $a 9783319137667 (paper)
024 7 $a 10.1007/978-3-319-13767-4 $2 doi
035 $a 978-3-319-13767-4
040 $a GP $c GP
041 0 $a eng
050 4 $a TA355
072 7 $a TGMD4 $2 bicssc
072 7 $a TEC009070 $2 bisacsh
072 7 $a SCI018000 $2 bisacsh
082 0 4 $a 620.3 $2 23
090 $a TA355 $b .S873 2015
100 1 $a Stojanovic, Vladimir. $3 1931473
245 1 0 $a Vibrations and stability of complex beam systems $h [electronic resource] / $c by Vladimir Stojanovic, Predrag Kozic.
260 $a Cham : $b Springer International Publishing : $b Imprint: Springer, $c 2015.
300 $a xii, 166 p. : $b ill. (some col.), digital ; $c 24 cm.
490 1 $a Springer tracts in mechanical engineering, $x 2195-9862
505 0 $a Introductory remarks -- Free vibrations and stability of an elastically connected double-beam system -- Effects of axial compression forces, rotary inertia and shear on forced vibrations of the system of two elastically connected beams -- Static and stochastic stability of an elastically connected beam system on an elastic foundation -- The effects of rotary inertia and transverse shear on the vibration and stability of the elastically connected Timoshenko beam-system on elastic foundation -- The effects of rotary inertia and transverse shear on vibration and stability of the system of elastically connected Reddy-Bickford beams on elastic foundation -- Geometrically non-linear vibration of Timoshenko damaged beams using the new p–version of finite element method. .
520 $a This book reports on solved problems concerning vibrations and stability of complex beam systems. The complexity of a system is considered from two points of view: the complexity originating from the nature of the structure, in the case of two or more elastically connected beams; and the complexity derived from the dynamic behavior of the system, in the case of a damaged single beam, resulting from the harm done to its simple structure. Furthermore, the book describes the analytical derivation of equations of two or more elastically connected beams, using four different theories (Euler, Rayleigh, Timoshenko and Reddy-Bickford). It also reports on a new, improved p-version of the finite element method for geometrically nonlinear vibrations. The new method provides more accurate approximations of solutions, while also allowing us to analyze geometrically nonlinear vibrations. The book describes the appearance of longitudinal vibrations of damaged clamped-clamped beams as a result of discontinuity (damage). It describes the cases of stability in detail, employing all four theories, and provides the readers with practical examples of stochastic stability. Overall, the book succeeds in collecting in one place theoretical analyses, mathematical modeling and validation approaches based on various methods, thus providing the readers with a comprehensive toolkit for performing vibration analysis on complex beam systems.
650 0 $a Vibration. $3 544256
650 0 $a Vibration $x Mathematical models. $3 904753
650 1 4 $a Engineering. $3 586835
650 2 4 $a Vibration, Dynamical Systems, Control. $3 893843
650 2 4 $a Computational Mathematics and Numerical Analysis. $3 891040
650 2 4 $a Building Construction. $3 1533186
700 1 $a Kozic, Predrag. $3 2134653
710 2 $a SpringerLink (Online service) $3 836513
773 0 $t Springer eBooks
830 0 $a Springer tracts in mechanical engineering. $3 2054724
856 4 0 $u http://dx.doi.org/10.1007/978-3-319-13767-4
950 $a Engineering (Springer-11647)