EFFECTS OF PRESTRESS ON ULTIMATE STRENGTH OF CONCRETE BEAM-INTERIOR COLUMN FRAME ASSEMBLIES
-
- UTIDA Ryuitiro
- Matsui Construction Co., Ltd.
-
- HAMAHARA Masayuki
- Dept. of Oceanic Architecture & Engineering, College of Science and Technology, Nihon Univ.
-
- SATO Nobuo
- College of Science and Technology, Nihon Univ.
-
- FUKUI Tuyosi
- PS Mitubisi Construction Co., Ltd.
Bibliographic Information
- Other Title
-
- PC造骨組における内側柱・梁接合部の終局強度に及ぼすプレストレスの影響
- PCゾウホネグミ ニ オケル ウチガワ チュウ リョウセツゴウブ ノ シュウキョク キョウド ニ オヨボス プレストレス ノ エイキョウ
Search this article
Abstract
In this paper. cyclic load tests were carried out on 3 concrete beam-interior column frame assemblies, in order to investigate the effects of prestress on ultimate strength of the joint cores. The variables adopted in the test were the type of the beams, ie. PC and RC, and prestress in the beams. From these tests it was found that the prestress and the type of the beams did not affect the ultimate strength of the frame assemblies, although the input horizontal shear into the joint cores increased with the magnitude of the prestress.
Journal
-
- Journal of Structural and Construction Engineering (Transactions of AIJ)
-
Journal of Structural and Construction Engineering (Transactions of AIJ) 69 (583), 107-113, 2004
Architectural Institute of Japan
- Tweet
Keywords
Details 詳細情報について
-
- CRID
- 1390282680615185536
-
- NII Article ID
- 110004092805
-
- NII Book ID
- AN10438559
-
- ISSN
- 18818153
- 13404202
-
- NDL BIB ID
- 7088444
-
- Text Lang
- ja
-
- Data Source
-
- JaLC
- NDL
- Crossref
- CiNii Articles
-
- Abstract License Flag
- Disallowed
