抄録
Cable element plays an important role in cable structures including cable supported long span bridges. To increase structural robustness and prevent progressive collapse, cable in cable-stayed bridge is generally designed with sufficient redundancy. However, in some extreme events, the cable can be abruptly broken. Impact force factor of 2.0 is suggested by the PTI's "Recommendations for Stay Cable Design, Testing and Installation". This study seriously placed the cable loss phenomenon under consideration. Firstly, description of impact force factor and classification of cable loss event were discussed. Secondly, rod breaking experiment was carried out to determine the values of impact force factor in three breaking patterns; remarkable behaviours of the specimens were also highlighted via strain waves obtain from the tests. Finally, recommendations for appropriate impact factor and approach method for this relatively new field of study were issued.
| 本文言語 | English |
|---|---|
| ホスト出版物のタイトル | Safety, Robustness and Condition Assessment of Structures |
| 出版社 | International Association for Bridge and Structural Engineering (IABSE) |
| ページ | 252-259 |
| ページ数 | 8 |
| 出版ステータス | Published - 2015 |
| イベント | IABSE Workshop on Safety, Robustness and Condition Assessments of Structures - Helsinki, Finland 継続期間: 2015 2月 11 → 2015 2月 12 |
Other
| Other | IABSE Workshop on Safety, Robustness and Condition Assessments of Structures |
|---|---|
| 国/地域 | Finland |
| City | Helsinki |
| Period | 15/2/11 → 15/2/12 |
ASJC Scopus subject areas
- 土木構造工学
- 建築および建設
- 安全性、リスク、信頼性、品質管理