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Applied Element Method for Structural Analysis: Theory and Application for Linear Materials

by Applied Element Method | Apr 30, 2000 | Journals

A new method, Applied Element Method (AEM) for analysis of structures is introduced. The structure is modeled as an assembly of distinct elements made by dividing the structural elements virtually. These elements are connected by distributed springs in both normal and...

Applied Element Method for Structural Analysis: Theory and Application for Linear Materials

by Applied Element Method | Apr 1, 2000 | Journals

A new method, Applied Element Method (AEM) for analysis of structures is introduced. The structure is modeled as an assembly of distinct elements made by dividing the structural elements virtually. These elements are connected by distributed springs in both normal and...

Analysis of a Small Scale RC Building Subjected to Shaking Table Tests using Applied Element Method

by Applied Element Method | Feb 28, 2000 | Conferences

Simulation of collapse process of a scaled reinforced concrete (RC) structure is carried out and compared with the results obtained by shaking table experiments. The experiment was performed using eleven storied RC building model subjected to a series of base...

Applied Element Method: A New Efficient Tool for Design of Structure Considering its Failure Behavior

by Applied Element Method | Aug 30, 1999 | Conferences

A new efficient numerical model termed Applied Element Method (AEM), which can be a new tool for discussing a new philosophy of design of structure, is introduced. Although formulation and material model adopted in the method are simple, highly nonlinear behavior of...

Simulation of Buckling and Post-Buckling Behavior of Structures Using Applied Element Method

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...
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