About: Forensic engineering is an academic journal published by American Society of Civil Engineers. The journal publishes majorly in the area(s): Computer science & Engineering. It has an ISSN identifier of 0888-8817. Over the lifetime, 275 publications have been published receiving 468 citations.
TL;DR: In this article, an overview of extensive investigations of structural failures is focused on causes and consequences of failures, and the main observed causes may be subdivided into human errors and insufficient code provisions.
Abstract: Collapses of a number of roofs in Europe during the winter 2005/2006 initiated discussions concerning reliability of the roofs exposed to snow loads. Presented overview of extensive investigations of structural failures is focused on causes and consequences of failures. Main observed causes may be subdivided into human errors and insufficient code provisions. Collapses developed from local failures particularly in cases of insufficiently robust structures. Probabilistic reliability analysis reveals that the model for snow loads in the Eurocodes should be modified. Obtained experiences provide valuable background information for future revision of current standards and for forensic assessments of failures of structures exposed to snow loads.
TL;DR: In the early morning hours of May 16, 1968, the occupant of apartment 90 on the 18 th floor of the Ronan Point apartment tower lit a match to brew her morning cup of tea as discussed by the authors.
Abstract: In the early morning hours of May 16, 1968, the occupant of apartment 90 on the 18 th floor of the Ronan Point apartment tower lit a match to brew her morning cup of tea. The resulting gas explosion initiated a partial collapse of the structure that killed four people and injured seventeen. On investigation, the apartment tower was found to be deeply flawed in both design and construction. The existing building codes were found to be inadequate for ensuring the safety and integrity of high-rise precast concrete apartment buildings. The Larsen-Nielson building system, intended for buildings with only six stories, had been extended past the point of safety. The tower consisted of precast panels joined together without a structural frame. The apartment tower lacked alternate load paths to redistribute forces in the event of a partial collapse. When to structure was dismantled, investigators found appallingly poor workmanship of the critical connections between the panels.
TL;DR: The Teton Dam in Idaho failed on June 5, 1976, flooding towns and farmland downstream, killing 14 people and causing $1 billion dollars in damage as mentioned in this paper, with property damage estimates ranging from 400 million to one billion dollars.
Abstract: The Teton Dam in Idaho failed on June 5, 1976, flooding towns and farmland downstream. Fourteen people were killed and property damage estimates ranged from 400 million to one billion dollars. The failure occurred during the initial filling of the reservoir. An independent review panel convened by the Governor of Idaho and the Secretary of the Interior found that the most probable cause was piping of the dam fill material. The fill material was highly erodible fine wind-blown silt. Excavation of the failed dam under the supervision of the review panel found that the grout curtain had gaps or windows, and the underlying rhyolite formation had fractures and joints that could have allowed enough water to pass to initiate the piping. The weak materials were identified before construction. The lessons learned from this case led to safety improvements for U.S. Bureau of Reclamation design procedures.