𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Performance-based seismic analysis and design of suspension bridges

✍ Scribed by Serafim Arzoumanidis; Ayman Shama; Farhang Ostadan


Publisher
John Wiley and Sons
Year
2005
Tongue
English
Weight
457 KB
Volume
34
Category
Article
ISSN
0098-8847

No coin nor oath required. For personal study only.


πŸ“œ SIMILAR VOLUMES


Seismic Design and Retrofit of Bridges (
✍ Priestley, M. J. N.; Seible, F.; Calvi, G. M. πŸ“‚ Article πŸ“… 2007 πŸ› John Wiley & Sons, Inc. 🌐 English βš– 933 KB

Because of their structural simplicity, bridges tend to be particularly vulnerable to damage and even collapse when subjected to earthquakes or other forms of seismic activity. Recent earthquakes, such as the ones in Kobe, Japan, and Oakland, California, have led to a heightened awareness of seismic

Seismic Design and Retrofit of Bridges (
✍ Priestley, M. J. N.; Seible, F.; Calvi, G. M. πŸ“‚ Article πŸ“… 2007 πŸ› John Wiley & Sons, Inc. 🌐 English βš– 587 KB

Because of their structural simplicity, bridges tend to be particularly vulnerable to damage and even collapse when subjected to earthquakes or other forms of seismic activity. Recent earthquakes, such as the ones in Kobe, Japan, and Oakland, California, have led to a heightened awareness of seismic

Seismic Design and Retrofit of Bridges (
✍ Priestley, M. J. N.; Seible, F.; Calvi, G. M. πŸ“‚ Article πŸ“… 2007 πŸ› John Wiley & Sons, Inc. 🌐 English βš– 786 KB

Because of their structural simplicity, bridges tend to be particularly vulnerable to damage and even collapse when subjected to earthquakes or other forms of seismic activity. Recent earthquakes, such as the ones in Kobe, Japan, and Oakland, California, have led to a heightened awareness of seismic

Pounding force assessment in performance
✍ Jaime Vega; Ignacio del Rey; Enrique Alarcon πŸ“‚ Article πŸ“… 2009 πŸ› John Wiley and Sons 🌐 English βš– 231 KB πŸ‘ 1 views

## Abstract Bridges with deck supported on either sliding or elastomeric bearings are very common in mid‐seismicity regions. Their main seismic vulnerabilities are related to the pounding of the deck against abutments or between the different deck elements. A simplified model of the longitudinal be