A STUDY ON EARTHQUAKE RESISTANT DESIGN METHOD OF AN OPEN TYPE WHARF WITH PNEUMATIC CAISSONS
-
- OISHI Masahiko
- オリエンタル白石(株) 施工・技術本部技術部
-
- NAGAO Takashi
- 神戸大学 都市安全研究センター
-
- OUCHI Masatoshi
- オリエンタル白石(株) 施工・技術本部技術部
-
- SATO Yuske
- オリエンタル白石(株) 施工・技術本部技術部
-
- KIYOMIYA Osamu
- 早稲田大学建設工学専攻
Bibliographic Information
- Other Title
-
- ニューマチックケーソン式横桟橋の耐震性能照査法に関する研究
Abstract
Seismic characteristic of an open type wharf was assesed both by microtremor measurement and two-dimensional earthquake response analysis. It was shown that natural frequencies of an open type wharf estimated by two methods well agreed. Autohrs next studied a simple erthquake resistant design method of an open type wharf using frame model and one dimensional earthquake response analysis considering the applicability to practical design. A setting method of damping coefficient to be used in the simple design method was proposed.
Journal
-
- Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering)
-
Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering) 69 (2), I_155-I_160, 2013
Japan Society of Civil Engineers
- Tweet
Details 詳細情報について
-
- CRID
- 1390282680328566400
-
- NII Article ID
- 130004961705
-
- ISSN
- 21854688
-
- HANDLE
- 20.500.14094/90002802
-
- Text Lang
- ja
-
- Data Source
-
- JaLC
- IRDB
- Crossref
- CiNii Articles
-
- Abstract License Flag
- Disallowed