Earthquake Response of Two Adjacent Buildings Founded at Different Depths
- Title
- Earthquake Response of Two Adjacent Buildings Founded at Different Depths
- Author
- 이종세
- Issue Date
- 2004-04
- Publisher
- 한국전산구조공학회
- Citation
- 한국전산구조공학회:학술대회논문집, Page. 397-408
- Abstract
- The aim of this paper is to study the interaction between adjacent buildings with different foundation levels under earthquake loading conditions. Buildings and soil are represented by two different models. In the first case, the building itself is modeled with standard frame elements, whereas the soil behavior is simulated by a special grid model, In the second case, the building and soil are represented by plane stress or plane strain elements. The modulus of elasticity of the ground as well as the varying relations of inertia have a strong influence on the section forces within the buildings. The interaction between the two buildings is demonstrated and discussed via numerical examples using the proposed method.
- URI
- http://www.koreascience.or.kr/article/CFKO200411922703947.pagehttps://repository.hanyang.ac.kr/handle/20.500.11754/139337
- Appears in Collections:
- COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > CIVIL AND ENVIRONMENTAL ENGINEERING(건설환경공학과) > Articles
- Files in This Item:
There are no files associated with this item.
- Export
- RIS (EndNote)
- XLS (Excel)
- XML