The Finite Element Analysis of Six-layer frame structure Suffered vertical collapsed

The capability of structure resisting progressive collapse depends on controlling the dispersion of damage by uncommon agency in the part of the structure and to avoid the destruction just likes the Domino action. For the RC frame, when one column under the beams is broken, the key to avoid progress...

Ausführliche Beschreibung

Bibliographische Detailangaben

Hauptverfasser:	Zhang Yu-min, Song Huan-hu, Su You-po, Su Jing-yu
Format:	Tagungsbericht
Sprache:	eng
Schlagworte:	blast finite element Loading numerical analysis the collapse stress vertical progressive collapse
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