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خرابی پیشرونده و طراحی مقاوم سازه ها در برابر آن. Progressive Collapse Resistant Design of Structures. كريم عابدي. Part 2. موارد وقوع شکست محلی (Local Fracture) و انتشار آن . LOCAL FRACTURE Earthquakes. Northridge ground motions. 1994. Mechanism types. Dynamic analysis using
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خرابی پیشرونده و طراحی مقاوم سازه ها در برابر آن Progressive Collapse Resistant Design of Structures كريم عابدي
موارد وقوع شکست محلی (Local Fracture) و انتشار آن
LOCAL FRACTURE Earthquakes Northridge ground motions. 1994 Mechanism types.
Dynamic analysis using Improved Applied Element Method IAEM (Elkholy, Meguro, 2005) Progressive Collapse of a building during the Kobe earthquake, 1995
Dynamic analysis using IAEM (Elkholy, Meguro, 2005) Progressive collapse of a intermediate storey during the Kobe earthquake, 1995
COLLISION OF TWO STRUCTURES Applied Element Method, AEM – Hatem Tagel – Din 2002
Elevation of Crabtree Sheraton Hotel Initial Crabtree Sheraton Hotel Model Inaccuracy
EXPLOSIONS Inner explosion – ROMAN POINTBUILDING, England 1968
VehicleImpact Collapse of the corner of a building in New York, due to a vehicle impact. (Allen and Schiever 1972)
MURRAH FEDERAL BUILDING, OKLAHOMA CITY,PREIOR TO BLAST
KHOBAR TOWERS – SAUDI ARABIA, 1996 place of explosion
Catenary effect Collapse mechanism