Main Construction Collapse of Large Span Buildings

Collapse of Large Span Buildings

Collapse of Large Span Buildings

Within the construction and technical expertise that was carried out during the past decade at the StaDiO R&D CJSC we performed the analysis of the possible causes of local destruction and the “progressive” collapse of roof constructions in a number of large span buildings. We can name the Transvaal Park sports and fitness complex, the Basmanny market, the Krylatskoye indoor skating center and a production shop among them.

1. We considered important aspects of computer simulation of how “earth foundation – frame – roof construction” systems and their critical parts behaved in various patterns and by means of different software tools (ST):

– we worked out hypotheses and scenarios (mechanisms) of destruction;

– we set targets of computer simulation of how structures behaved under design, actual and “scenario” loads and actions;

– we chose software tools that suited best the computer simulation targets set (ANSYS Mechanical, ANSYS / CFX, ANSYS / CivilFEM, MSC NASTRAN, ABAQUS, LS-DYNA, stage, LIRA, SCAD, MicroFE, Robot Millennium, etc.);

– we studied and/ or simulated loads and actions as well as designed realistic “load experience”;

– we constructed, verified and studied relevant mathematical simulation models of spatial roof constructions under design, actual and “scenario” loads and actions that corresponded
to the significant stages of construction, operation and destruction;

– we carried out computer simulation of a three-dimensional “nonlinear earth foundation – frame – roof construction” system under design, actual and “scenario” loads and actions;

– we performed strain-stress state and strength analysis for models with the most constrained and/ or “nontraditionally” constructed parts in three-dimensional non-linear structures in terms of their physical and geometrical aspects. We analyzed the possibility of their collapse and how it could affect the functioning of the building in general;

– we corrected and calibrated mathematical simulations according to the “targeted” initiated field and laboratory studies;

– we prepared expert reports that accumulated the results of our research and provided reasonable answers to the questions set.

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strelka TEXT : ALEXANDER BELOSTOTSKY, Director General of Stadyo R&D, the Head of REC CM MGSU,
Associate member of RAASN, D.Sc. in engineering, Professor