by Applied Element Method | Mar 30, 1999 | Bulletins
Anew extension for the Applied Element Method (AEM) for structural analysis is introduced. This paper deals with the large deformation of elastic structures under static loading condition. In the formulation used, no geometric stiffness matrix is adopted. The...
by Applied Element Method | Mar 30, 1999 | Bulletins
A new extension for the Applied Element Method (AEM) for structural analysis is introduced. This paper deals with the large deformation of elastic structures under static loading condition. In the formulation used, no geometric stiffness matrix is adopted. The...
by Applied Element Method | Mar 30, 1999 | Bulletins
Aextension for the Applied Element Method (AEM) for structural analysis is introduced. This paper introduces a numerical approach to deal with detailed structural collapse process. Contact and collision forced are considered in the analysis through collision springs,...
by Applied Element Method | Oct 31, 1998 | Conferences
A new method for fracture analysis of reinforced concrete structures is proposed. The concrete is modeled as an assembly of distinct elements made by dividing the concrete virtually. These elements are connected by distributed springs in both normal and tangential...
by Applied Element Method | Oct 30, 1998 | Other Publications
Tagel-Din and Kimiro Meguro: Applied Element Simulation of Large Deformation of Structures, Proceedings of the Japan Society of Civil Engineers (JSCE) Annual Conference, Kobe, Japan, Oct. 1998. Share [symple_box color=”gray” fade_in=”false”...
by Applied Element Method | Oct 30, 1998 | Other Publications
Meguro and Hatem Tagel-Din: Applied Element Simulation of Collapse Process of Structures due to Impulsive Forces, 17th Annual Conf. on Natural Disaster Reduction, Kanazawa, Japan, Oct. 1998. (Title in Japanese) [symple_box color=”gray”...
by Applied Element Method | Oct 30, 1998 | Conferences
DA new method for fracture analysis of reinforced concrete structures is proposed. The concrete is modeled as an assembly of distinct elements made by dividing the concrete virtually. These elements are connected by distributed springs in both normal and tangential...
by Applied Element Method | Mar 30, 1998 | Bulletins
K. Meguro, H. Tagel-Din. “Consideration of Poisson’s Ratio Effect in Structural Analysis Using Elements with Three Degrees of Freedom.” BULLETIN OF EARTHQUAKE RESISTANT STRUCTURE RESEARCH CENTER, INSTITUTE OF INDUSTRIAL SCIENCE, THE UNIVERSITY OF...
by Applied Element Method | Mar 30, 1998 | Bulletins
Anew method for failure and post failure analysis of structures is proposed. A structure is modeled as an assembly of distinct elements. These elements are connected by distributed springs in both normal and tangential directions. The main objective of this paper is...
by Applied Element Method | Mar 30, 1998 | Bulletins
A new method for fracture analysis of reinforced concrete structures is proposed. The concrete is modeled as an assembly of distinct elements made by dividing the concrete virtually. These elements are connected as an assembly of springs in both normal and...
