RESEARCH ON ROBUSTNESS OF BRIDGE SYSTEMS USING SEISMIC ISOLATION BEARINGS AND SEISMIC DAMPERS
-
- JOUHARA Kazuya
- 徳島大学創成科学研究科理工学専攻
-
- INOUE Takafumi
- 阿南工業高等専門学校 創造技術工学科
-
- NAKATA Narutoshi
- 徳島大学 大学院社会産業理工学研究部
Bibliographic Information
- Other Title
-
- 免震支承と制震ダンパーを併用した橋梁システムのロバスト性に関する研究
Description
<p> The importance of a structural system with high robustness against seismic forces with high uncertainty has been shown, and such a structural system is required. Efforts are being made to realize a highly robust bridge structure by combining seismic isolation bearings and seismic dampers. In this study, we investigated the influence of characteristics of seismic isolation bearings and seismic dampers on the robustness of bridge systems using seismic isolation bearings and seismic dampers. It was found that characteristics of seismic isolation bearings and seismic dampers have a great influence on the coefficient of variation of the maximum response displacement of a pier and maximum plasticity rate.</p>
Journal
-
- Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))
-
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) 78 (4), I_730-I_736, 2022
Japan Society of Civil Engineers
- Tweet
Details 詳細情報について
-
- CRID
- 1390856605463673600
-
- ISSN
- 21854653
-
- Text Lang
- ja
-
- Data Source
-
- JaLC
- Crossref
-
- Abstract License Flag
- Disallowed