ANALYSIS OF MASONRY STRUCTURES UNDER STATIC AND DYNAMIC LOADING BY DISCRETE FINITE ELEMENT METHOD
-
- MAMAGHANI Iraj H. P.
- JSCE Dept. of Civil Eng., Kanazawa University
-
- AYDAN Ömer
- JSCE Dept. of Marine Civil Eng., Tokai University
-
- KAJIKAWA Yasuo
- JSCE Dept. of Civil Eng., Kanazawa University
Bibliographic Information
- Other Title
-
- 個別有限要素法による静的および動的荷重下での石・煉瓦構造物の解析
Search this article
Description
A technique based on the principles of finite element method incorporating the contact element, called discrete finite element method (DFEM), to model masonry structures consisting of blocks of arbitrary shapes is developed and adopted in the static and dynamic analyses of masonry structures. The DFEM considers blocks as sub-domains and represents them by solid elements. Contact elements, which are far-superior to joint or interface elements, are used to model the block interactions such as sliding or separation. The applicability of the DFEM to static and dynamic analyses of structures such as towers, walls and arches of masonry type are checked and discussed.
Journal
-
- Doboku Gakkai Ronbunshu
-
Doboku Gakkai Ronbunshu 1999 (626), 1-12, 1999-07-21
Japan Society of Civil Engineers
- Tweet
Details 詳細情報について
-
- CRID
- 1390001205601909632
-
- NII Article ID
- 130003983341
- 10002531061
-
- NII Book ID
- AN10014020
-
- ISSN
- 18827187
- 02897806
-
- NDL BIB ID
- 4819175
-
- Data Source
-
- JaLC
- NDL
- Crossref
- CiNii Articles
-
- Abstract License Flag
- Disallowed