EXPERIMENTAL AND ANALYTICAL INVESTIGATION OF 1/3-MODEL R/C FRAME-WALL BUILDING STRUCTURES: Part Ⅱ (Nonlinear Analytical Prediction of Structural Behavior)

摘要

The paper presents the results referring to the nonlinear analytical prediction of the behavior of a specimen to be tested at IZIIS (a 3D reinforced concrete frame-structure with infill walls) within the scope of the NATO-Science for Peace project SfP977231 "Seismic Assessment and Rehabilitation of Existing Buildings". The push-over capacity analysis as well as dynamic time-history analyses for a given history of ground accelerations have been performed, emphasizing the influence of the infill walls on the overall structural response. This analytically predicted structural response shall serve as a basis for the experimental investigations to be conducted at IZIIS.