NIST NCSTAR 1.6 Executive Summary is an excellent condensed version of NISTian thought.
For our purposes, it serves as the perfect "CliffNotes" version of how the NIST attempted to show that impact damage and fires alone can explain the WTC1 collapse initiation.
This is the heart of what many posters here would call "proof" of how the impact and fires could reasonably result in the WTC 1 collapse.
The short summary linked again:
http://wtc.nist.gov/pubs/NCSTAR1-6ExecutiveSummary.pdf
Here is an outline of the summary:
E.1 PURPOSE AND SCOPE
To determine how and why the buildings collapsed following the initial impacts of the aircraft.
E.2 METHODOLOGY AND ANALYSIS RESULTS
E.2.1 Overview and approach: Specifies 11 steps of the NIST approach, listed as A. through K.
E.2.2 Structural response:
Passive fire protection for structural components
Test of truss floor components and subsystem
Structural response of components and detailed subsystems to assumed damage and fire:
Material properties and failure criteria
Floor subsystem analysis
Core column and exterior column and panel analysis
Aircraft impact damage
Observations and timeline of structural events:
WTC 1 key observations
WTC 2 key observations
Structural response of major tower subsystems:
Core subsystem
Full floor subsystem
Exterior wall subsystem
Structural response of the WTC towers:
WTC 1 global analysis results
WTC 2 global analysis results
Structural response of the WTC towers to fire without impact damage
Probable collapse sequence:
Possible collapse hypothesis (May 2003)
Working collapse hypothesis (June 2004)
Leading collapse hypothesis (October 2004)
Probable collapse sequence (May 2005)
E.3 PROBABLE COLLAPSE SEQUENCE OF WTC 1 AND WTC 2
E.4 FACTORS THAT AFFECTED PERFORMANCE
E.5 FINDINGS
E.5.1 Passive fire protection
E.5.2 Fire resistance tests
E.5.3 Structural response of components:
Floor system
Exterior wall system
E.5.4 Fireproofing and partition damage due to aircraft impacts
E.5.5 Observations and timeline:
WTC 1
WTC 2
E.5.6 Structural response of major tower subsystems:
Isolated core subsystem
Full floor subsystem
Isolated exterior wall subsystem
E.5.7 Structural response to aircraft impact damage and fire
E.5.8 Probable collapse sequence:
Role of building core
Role of the building floors
Role of exterior frame-tube
Probable collapse sequence
......................................
.....................................
This is a wonderful, easy-to-read version of the stated purpose of the NIST analysis, the NIST methodology and a condensed list of all major NIST findings. Using this outline, anyone can know in which section to look for a general answer of any basic question concerning the NIST version of WTC1 collapse initiation.
The title of this thread is "WTC1 feature list, initiation model". This executive summary acts as a good synopsis of a NIST version of a "WTC1 feature list" (or "list of observables") and the NIST initiation model.
It is fair to request that this is the minimum required reading to participate in this thread. There is no excuse for not knowing this material.
For our purposes, it serves as the perfect "CliffNotes" version of how the NIST attempted to show that impact damage and fires alone can explain the WTC1 collapse initiation.
This is the heart of what many posters here would call "proof" of how the impact and fires could reasonably result in the WTC 1 collapse.
The short summary linked again:
http://wtc.nist.gov/pubs/NCSTAR1-6ExecutiveSummary.pdf
Here is an outline of the summary:
E.1 PURPOSE AND SCOPE
To determine how and why the buildings collapsed following the initial impacts of the aircraft.
E.2 METHODOLOGY AND ANALYSIS RESULTS
E.2.1 Overview and approach: Specifies 11 steps of the NIST approach, listed as A. through K.
E.2.2 Structural response:
Passive fire protection for structural components
Test of truss floor components and subsystem
Structural response of components and detailed subsystems to assumed damage and fire:
Material properties and failure criteria
Floor subsystem analysis
Core column and exterior column and panel analysis
Aircraft impact damage
Observations and timeline of structural events:
WTC 1 key observations
WTC 2 key observations
Structural response of major tower subsystems:
Core subsystem
Full floor subsystem
Exterior wall subsystem
Structural response of the WTC towers:
WTC 1 global analysis results
WTC 2 global analysis results
Structural response of the WTC towers to fire without impact damage
Probable collapse sequence:
Possible collapse hypothesis (May 2003)
Working collapse hypothesis (June 2004)
Leading collapse hypothesis (October 2004)
Probable collapse sequence (May 2005)
E.3 PROBABLE COLLAPSE SEQUENCE OF WTC 1 AND WTC 2
E.4 FACTORS THAT AFFECTED PERFORMANCE
E.5 FINDINGS
E.5.1 Passive fire protection
E.5.2 Fire resistance tests
E.5.3 Structural response of components:
Floor system
Exterior wall system
E.5.4 Fireproofing and partition damage due to aircraft impacts
E.5.5 Observations and timeline:
WTC 1
WTC 2
E.5.6 Structural response of major tower subsystems:
Isolated core subsystem
Full floor subsystem
Isolated exterior wall subsystem
E.5.7 Structural response to aircraft impact damage and fire
E.5.8 Probable collapse sequence:
Role of building core
Role of the building floors
Role of exterior frame-tube
Probable collapse sequence
......................................
.....................................
This is a wonderful, easy-to-read version of the stated purpose of the NIST analysis, the NIST methodology and a condensed list of all major NIST findings. Using this outline, anyone can know in which section to look for a general answer of any basic question concerning the NIST version of WTC1 collapse initiation.
The title of this thread is "WTC1 feature list, initiation model". This executive summary acts as a good synopsis of a NIST version of a "WTC1 feature list" (or "list of observables") and the NIST initiation model.
It is fair to request that this is the minimum required reading to participate in this thread. There is no excuse for not knowing this material.
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