The method of modal analysis is presented to investigate the random vibration of a multi-span Timoshenko beam due to a load moving at a constant velocity. The load is considered to be a stationary process with a constant mean value and a variance. The effects of both velocity and statistical charact
β¦ LIBER β¦
Transverse vibration of a multiple-Timoshenko beam system with intermediate elastic connections due to a moving load
β Scribed by A. Ariaei; S. Ziaei-Rad; M. Ghayour
- Book ID
- 106101342
- Publisher
- Springer
- Year
- 2010
- Tongue
- English
- Weight
- 734 KB
- Volume
- 81
- Category
- Article
- ISSN
- 0939-1533
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
RANDOM VIBRATION OF MULTI-SPAN TIMOSHENK
β
R.-T. Wang; T.-Y. Lin
π
Article
π
1998
π
Elsevier Science
π
English
β 238 KB
Vibration Analysis of an Elastic Beam Su
β
Tao, Zhang; Gang-Tie, Zheng
π
Article
π
2010
π
American Society of Civil Engineers
π
English
β 515 KB
Forced Vibration of Edge-Cracked Functio
β
T. Yan; J. Yang
π
Article
π
2011
π
Elsevier
π
English
β 276 KB
Vibration of beams with general boundary
β
M. Abu-Hilal
π
Article
π
2003
π
Springer
π
English
β 544 KB
VIBRATION OF BEAMS WITH GENERAL BOUNDARY
β
M. ABU-HILAL; M. MOHSEN
π
Article
π
2000
π
Elsevier Science
π
English
β 230 KB
Vibrational behavior of elastic homogeneous isotropic beams with general boundary conditions due to a moving harmonic force is analyzed. The analysis duly considers beams with four di!erent boundary conditions; these include pinned}pinned, "xed}"xed, pinned}"xed, and "xed}free. The response of beams
Vibration of a continuous beam with mult
β
Dan StΔncioiu; Huajiang Ouyang; John E. Mottershead
π
Article
π
2008
π
Springer Netherlands
π
English
β 981 KB