The response of a tower}pier system with distributed mass, along the tower, to harmonic ground excitation is studied. The system rests on viscoelastic soil, the sti!ness and damping of which are duly taken into account. The action of the suspension bridge cables is represented by an equivalent horiz
β¦ LIBER β¦
Dynamic analysis of bridge tower-pier systems by substructure method
β Scribed by T. Balendra
- Publisher
- Elsevier Science
- Year
- 1980
- Tongue
- English
- Weight
- 376 KB
- Volume
- 22
- Category
- Article
- ISSN
- 0020-7403
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