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The recent tragedy of Plasco Building at Tehran can highlight and clarify some important physical laws, rules and criteria, to distinguish between a fire-induced structural failure and a controlled demolition of a building. Plasco's 15 stories total destruction by fire is no surprise, as physics is proving that a fire-induced collapse of top floors of a high-rise building can crumble a mass below but a bit larger – at most-than the one of the collapsing stories (here 6 top stories, whose initial fire spread to almost all 11 stories, all finally falling into almost centrally empty 4 floors at ground level, inside a patio/mall shopping center). A brief historical survey of several fires of high-rise buildings is being provided here. Plasco Building's collapse close scrutiny is totally compatible with a fire-induced structural failure, and cannot but indirectly confirm that 12 collapsing floors of WTC1 on 9/11/2001 could – at most – destroy no more than 15 stories beneath, and therefore the actual reason of the total collapse of 3 WTC towers on 9/11/2001 was a controlled demolition of their basements through blasting charges. § A great tragedy occurred on January 19, 2017 at Tehran, where 21 persons (including firefighters) died, and many have been severely injured, after the blaze, and subsequent collapse, of 11 burning stories of Plasco Building. Firemen battled 3 hours and half against flames, as they propagated up and down from initial location (9 th floor) but at the end their battle was lost, and flames succeeded in destroying metal and concrete frames, starting the final and fatal collapse of 11 stories of apartments, making them precipitate inside the 4 floors of empty patio (internal courtyard used as shopping center) Plasco Building was built on 1962, and at that time it was a modern, " high-rise " , 15 floors hotel. However, many sources now indicate as the likely cause of the accident the non-compliance (Iranian sources reported at least 30 safety warnings by authorities to Plasco's directors!) of safety regulations and the presence of too many inflammable materials inside, due to the attendance of many clothing workshops. And yet – apart from the specific reason (arson or casualty) that provoked the fire and will be the object of investigations by local authorities-this tragedy can be very interesting worldwide also for scientific and physical purposes, above all for thousands architects, engineers, physicists, and many relatives of 9/11 victims, who challenged the " official " version of 9/11 WTC collapses – as a result of a structural failure due to the combination of fires plus airliners impacts – and supported the thesis of total collapse of 3 WTC towers (Twin Towers plus WTC7) as mainly caused by controlled demolitions of their basements through blasting charges. Plasco Building's collapse was nothing but another experimental proof that top floors of a high-rise building collapsing just for structural fire-induced failure can crumble-while falling – only a mass beneath just a bit larger (at most) than its own!
Fire Technology, 2019
On January 19, 2017 an accidental fire, which started by an electric shorting, resulted in the complete collapse of the 16-storey Plasco Building in Tehran. Twenty-two people including sixteen firefighters were killed in that incident. This paper reports the study carried out to investigate the most likely causes of the events and collapse of the structure. The information presented in this study was collected through gathering the limited amount of available information on the structure, generating as-built structural drawings, reviewing construction photographs, interviewing fire-fighters and other witnesses, frame-by-frame analysis of a number of available videotapes showing the structure during the fire as well as during the final stage of collapse. Based on these information and some engineering judgments, the paper summarizes the sequence of events from the start of the fire to final collapse, almost 3.5 h later, and the inferred scenario explaining how the structure collapsed completely. Recommendations are provided based on the lessons learned from that incident.
Fire Technology, 2012
The collapse of the World Trade Center buildings on September 11, 2001 posed questions on the stability of tall buildings in fire. Understanding the collapse of the WTC Towers offers the opportunity to learn useful engineering lessons in order to improve the design of future tall buildings against fire induced collapse. This paper extends previous research on the modelling of the collapse of the WTC Towers on September 11, 2001 using a newly developed ''structures in fire'' simulation capability in the open source software framework OpenSees. The simulations carried out are validated by comparisons with previous work and against the findings from the NIST investigation, albeit not in the forensic sense. The column ''pull in'' that triggers the instability of the structure and leads to collapse is explained. The collapse mechanisms of generic composite tall buildings are also examined. This is achieved through carrying out a detailed parametric study varying the relative stiffness of the column and the floors. The two main mechanisms identified in previous research (weak and strong floor) are reproduced and criteria are established on their occurrence. The analyses performed revealed that the collapse mechanism type depended on the bending stiffness ratio and the number of floors subjected to fire and that the most probable type of failure is the strong floor collapse. The knowledge of these mechanisms is of practical use if stakeholders wish to extend the tenability of a tall building structure in a major fire.
Fire Safety Journal, 2003
This paper uses a finite element model to investigate the stability of the Twin-Towers of the World Trade Center, New York for a number of different fire scenarios. This investigation does not take into account the structural damage caused by the terrorist attack. However the fire scenarios included are based upon the likely fires that could have occurred as a result of the attack. A number of different explanations of how and why the Towers collapsed have appeared since the event. None of these however have adequately focused on the most important issue, namely 'what structural mechanisms led to the state which triggered the collapse'. Also, quite predictably, there are significant and fundamental differences in the explanations of the WTC collapses on offer so far. A complete consensus on any detailed explanation of the definitive causes and mechanisms of the collapse of these structures is well nigh impossible given the enormous uncertainties in key data (nature of the fires, damage to fire protection, heat transfer to structural members and nature and extent of structural damage for instance). There is however a consensus of sorts that the fires that burned in the structures after the attack had a big part to play in this collapse. The question is how big? Taking this to the extreme, this paper poses the hypothetical question, "had there been no structural damage would the structure have survived fires of a similar magnitude"? A robust but simple computational and theoretical analysis has been carried out to answer this question. Robust because no gross assumptions have been made and varying important parameters over a wide range shows consistent behaviour supporting the overall conclusions. Simple because all results presented can be checked by any structural engineer either theoretically or using widely available structural analysis software tools. The results are illuminating and show that the structural system adopted for the Twin-Towers may have been unusually vulnerable to a major fire. The analysis results show a simple but unmistakable collapse mechanism that owes as much (or more) to the geometric thermal expansion effects as it does to the material effects of loss of strength and stiffness. The collapse mechanism discovered is a simple stability failure directly related to the effect of heating (fire). Additionally, the mechanism is not dependent upon failure of structural connections.
Fire Safety Journal, 2003
An analysis is presented that calculates the temperature of the steel truss rods in the World Trade Center towers subject to a fire based on the building ventilation factor. The CIB correlation is used for the fire. Conduction analyses are made taking into account variable properties for the steel and the insulation. A structural failure model is described based on compression buckling of the truss rods due to a reduction in the Young's modulus. The computed times for the estimated failure or incipient collapse of the floors in both towers has been computed as 105720 min for WTC 1 (north) and 5179 min for WTC 2 (south), compared to the collapse times from the aircraft impact of 104 and 56 min, respectively. The insulation thickness and the difference of 19.1 mm ( 3 4 00 ) and 38.1 mm (1 1 2 00 ) between the two towers appear to have been the root cause of the collapses. r
Kodur, V. R. Access and use of this website and the material on it are subject to the Terms and Conditions set forth at http://nparc.cisti-icist.nrc-cnrc.gc.ca/npsi/jsp/nparc_cp.jsp?lang=en L'accès à ce site Web et l'utilisation de son contenu sont assujettis aux conditions présentées dans le site http://nparc.cisti-icist.nrc-cnrc.gc.ca/npsi/ctrl?lang=en
Journal of Structural Engineering, 2012
The "Analysis of Structural Response of WTC 7 to Fire and Sequential Failures Leading to Collapse" (McAllister et al. 2012) published by the American Society of Civil Engineers (ASCE) presents a complex procedure used to analyze the structural behavior of Seven World Trade Center (WTC 7) on September 11, 2001. The authors concluded that the catastrophic global collapse followed local connection and framing failures induced by office fires on several floors. Although the authors included a brief discussion of the relationship between simulation results and observed events, the paper lacks any objective discussion of the practical application or significance of the computational modeling described. The technical paper published in the Journal of Structural Engineering summarizes, but necessarily condenses, many details found in the National Construction Safety Team Act Reports NCSTAR 1A (Sunder et al. 2008), NCSTAR 1-9 (McAllister et al. 2008) and NCSTAR 1-9A (MacNeill et al. 2008) published by the National Institute of Standards and Technology (NIST). However, the paper lacks references to public sources of information sufficient to verify the authors' assumptions and conclusions. For example, structural calculations demonstrating the "walk-off" failure mechanism that hypothetically triggered the progressive collapse are
With the advancement of science in all fields, particularly the discovery of electricity and gas, that created urban installations, plumbing and power plants with urban life of the people, along with all the advantages and comfort to the human race, had also associated risks. Among these are fire hazards. That this incident alone caused losses of life and property also and it can be imagined that in accompany of earthquakes and fires what kinds of the tragedy occurs. In this article, it can be attempted that first, to introduce Plasco Building and its history to speak briefly to explain the reasons for the collapse of this old and massive structures.
Certain commercial entities, equipment, products, or materials are identified in this document in order to describe a procedure or concept adequately or to trace the history of the procedures and practices used. Such identification is not intended to imply recommendation, endorsement, or implication that the entities, products, materials, or equipment are necessarily the best available for the purpose. Nor does such identification imply a finding of fault or negligence by the National Institute of Standards and Technology. NIST NCSTAR 1A, WTC Investigation xiii DEDICATION On the morning of September 11, 2001, Americans and people around the world were shocked by the destruction of the World Trade Center (WTC) in New York City and the devastation of the Pentagon near Washington, D.C., after large aircraft were flown into the buildings, and the crash of an aircraft in a Pennsylvania field that averted further tragedy. Seven years later, the world has been changed irrevocably by those terrorist attacks. For some, the absence of people close to them is a constant reminder of the unpredictability of life and death. For millions of others, the continuing threats of further terrorist attacks affect how we go about our daily lives and the attention we must give to homeland security and emergency preparedness. Within the construction, building, and public safety communities, there arose a question pressing to be answered: How can we reduce our vulnerability to such attacks, and how can we increase our preparedness and safety while still ensuring the functionality of the places in which we work and live? This Investigation has, to the best extent possible, reconstructed the response of the WTC towers, WTC 7, and the people on site to the consequences of the aircraft impacts. It provides improved understanding to the professional communities and building occupants, whose action is needed, and to those most deeply affected by the events of that day. In this spirit, this report is dedicated to those lost in the disaster, to those who have borne the burden to date, and to those who will carry it forward to improve the safety of buildings.
Role of fire resistance issues in the first ever collapse of a steel framed building -WTC7 Kodur, V. R.
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