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Seismic Progressive Collapse of Reinforced Concrete Frame Structures using the Applied Element Method

by Applied Element Method | Nov 16, 2013 | Other Publications

Collapse of reinforced concrete structures under earthquakes is the main reason for life loss. Thus, avoiding structural collapse under strong earthquakes is the aim of seismic codes. The aim of the current study is to lead to an improved understanding of the seismic...

Application of the Applied Element Method to the Seismic Vulnerability Evaluation of Existing Buildings

by Applied Element Method | Jun 16, 2008 | Conferences

As an approach to the problem of seismic vulnerability evaluation of existing buildings through the predicted vulnerability method, analytical models can be applied to define the capacity curves of typical buildings which represent different building classes. These...

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...

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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