Page 202 - Forensic Structural Engineering Handbook
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6.4                ENGINEERING RESPONSE TO FAILURES

           Not Collapsed but Failing
           Structures that have not collapsed but are showing significant signs of distress or other per-
           formance issues should be investigated for the factors that increase load or decrease their
           structural capacity. The intent is to identify potential key failure mechanisms and possible
           remediation methods to prevent further decrease in performance or load-carrying capacity.
           A decision needs to be made as to whether the performance issues will continue to evolve
           over time in a negative fashion or whether they are essentially at rest. Has the structure
           reached a new state of stable equilibrium in its current deformed position?
             If the structure’s load-carrying capacity is intact, other performance issues, e.g., cracking
           and excess deflections or vibrations, can be addressed to ensure the serviceability or useful
           lifespan of the structure.
             Guidelines and methods of evaluating the structural conditions and existing or potential
           structural problems of buildings are addressed in Refs. 1, 2, and 3.


           EMERGENCY RESPONSE VERSUS FORENSIC
           INVESTIGATION

           The initial steps in a structural failure investigation depend on when the engineer becomes
           involved. The initial call can come immediately after a collapse or some weeks or months
           after a problem is first noticed.
             The first question to ask is, “Is this an emergency?” Has a structural collapse just
           occurred or is one likely to occur immediately? Forensic investigations must wait until the
           structure has been stabilized and the danger of additional collapse has been reduced
           (Fig. 6.4). In addition, rescue and recovery operations will always take precedence over
           a forensic investigation. The risks associated with working on or near structures that
           have failed must always be actively addressed throughout both the emergency response



























              FIGURE 6.4  Risks associated with working in collapse areas must be carefully assessed
              throughout an emergency response or failure investigation.
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