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PREDICTION AND ITS VERIFICATION OF THE ENVELOPE CURVE FOR ARBITRARY LENGTH MUD WALL FROM TWO KINDS OF WALL LENGTH WITH DIFFERENT FRACTURE MODE
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- OKAMOTO Shigefumi
- Alltags, Ltd., M. Eng.
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- MURAKAMI Masahide
- Prof., Dept. of Architecture, Graduate School of Science & Engineering, Kinki Univ., Dr. Eng.
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- INAYAMA Masahiro
- Assoc. Prof., The University of Tokyo, Graduate School of Agricultural and Life Sciences, Dr. Eng.
Bibliographic Information
- Other Title
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- 破壊モードの異なる２種類の土壁の包絡線から任意壁長の土壁の包絡線を推定する方法とその検証
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Description
The purpose of this research is to propose a method for the evaluation of the shearing performance of the mud wall based on the load carrying mechanism of the mud wall. It is confirmed by our current research that the fracture mode of the mud wall depends on its wall length. And the initial stiffness and the load bearing capacity of the mud wall is not proportional to the wall length. It is presented in this paper that the envelope curve of the mud wall which has an arbitrary wall length is interpolated between the envelope curves that have different fracture modes each other, and the validity of this prediction method was experimentally confirmed.
Journal
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- Journal of Structural and Construction Engineering (Transactions of AIJ)
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Journal of Structural and Construction Engineering (Transactions of AIJ) 74 (639), 881-888, 2009
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390282680580900480
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- NII Article ID
- 130004507594
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- ISSN
- 18818153
- 13404202
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed