ANALYSIS OF EXISTING STRUCTURES in .NET

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ANALYSIS OF EXISTING STRUCTURES
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The analysis of existing structures, such as in the eld of historic preservation, requires that we have an appreciation for traditional methods of construction that may have been based on simpli ed engineering. It is only through testing, observation, and measurement that we can gather enough information to build an accurate model of the structure.
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Simpli ed Engineering
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DESIGN OR MODIFICATION TO EXISTING STRUCTURES
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Most historic structures are constructed of timber and masonry. Simpli ed engineering is justi ed in dealing with these materials when accurate design values cannot be ascertained. The absence of construction documentation and quality control in the manufacture and construction of the component elements requires that analysis be based, at least in part, on judgment. Of course this being the case, one s analysis can only be as good as one s judgment, as well as the initial assumptions that are made. A thorough testing program can narrow the range of applicable design values, but engineering judgment must still be applied. Many historic structures will often times not stand close engineering scrutiny, yet they survive, providing adequate service for many years.
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CONCLUSION
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It is now time to pause for a moment and study how structural engineering will be practiced in the twenty- rst century. The engineers of record must be allowed some leeway to determine load criteria and methods of analysis, free from third-party interference. We should demand the freedom to simplify our work in order to satisfy our own requirements for structural safety while meeting increased client expectations of time, quality, and cost. If we are not careful, practicing structural engineers will become mere technicians designing structures with prepackaged software written by programmers, on the basis of methods and formulas developed by academics and prescribed by code of cials, in accordance with criteria set by architects who have little to no knowledge of structure whatsoever. Now, it is not enough just to do the design and bear the responsibility; we must also perform the analysis in a prescribed manner to the satisfaction of others, all the while assuring them of our continued professional development.
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REFERENCES
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1. Antonio M. Garcia, Computers, Creativity, and the Engineer, Civil Engineering, 63 (8) (August 1993): 6. 2. Percival White, The July Almanac, The Atlantic Monthly, 276 (1) (July 1995). 3. Ario Ceccotti, The Earthquake Performance Challenge, Wood Design Focus, 1 (4) (Winter 1990).
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Bibliography
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4. Edward L. Keith and John D. Rose, Hurricane Andrew, American Plywood Association (APA), APA Report T92-21, Tacoma, WA, September 1992 5. Pier Luigi Nervi, Structures Aesthetics & Technology in Building (New York: McGraw-Hill, 1956). 6. Anton Tedesko, Computer Analysis No Substitute for Experience, Civil Engineering, 64 (2) (February 1994). 7. Bruce D. Pooley, Design of Glued Laminated Timber, Wood Design Focus, 5(1) (Spring 1994): 3 8.
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BIBLIOGRAPHY
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American Association of State Highway and Transportation Of cials (AASHTO), Standard Speci cations for Highway Bridges, 15th ed. (Washington, D.C.: AASHTO, 1995). American Concrete Institute (ACI), Building Code Requirements for Reinforced Concrete (Detroit: ACI, 1956 and 1965). American Institute of Timber Construction (AITC), Timber Construction Manual, 3rd ed. (New York: John Wiley & Sons, 1985). American Society of Civil Engineers, American Wooden Bridges, ASCE Historical Publication no. 4, 1976. ASCE Standard: Minimum Design Loads for Buildings and Other Structures (ASCE 7-95). Public Ballot Draft Copy. ASCE Washington, D.C. Conrad P Roberge and Glenn R. Bell, Regulated Structural Peer Review, Civil Engineering Practice (Fall/Winter 1994). Gerry Gilliam, Brazil, Movie by Embassy International Pictures, starring Jonathan Pryce, Robert De Niro, Catherine Helmond, Terry Gilliam, MCA produced. 1985. Herman Haupt, Reminiscences of General Herman Haupt (July 1901). Wright, John W. ed. The Universal Almanac. Kansas City: Andrews & McMeel Publishing, 1995. pp. 566 567. National Forest Products Association (NFPA), National Design Speci cation for Wood Construction (Washington, D.C.: NFPA, 1991), pp. 103 104, and 125. National Forest Products Association, National Design Speci cations for Wood Construction, (Washington, D.C.: National Forest Products Association, 1991). Squire Whipple, A Work on Bridge Building: Consisting of Two Essays (Utica, NY: H. H. Curtiss, Printer, Devereux Block, 1847).
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