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Author: joseph main

Displaying records 21 to 30 of 38 records.
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21. Testing and Analysis of Steel Beam-Column Assemblies under Column Removal Scenarios
Published: 5/6/2009
Authors: Fahim Sadek, Joseph A Main, Hai Sang Lew, Stephen D Robert, Vincent Chiarito
Abstract: This paper presents an experimental and analytical assessment of the performance of steel beam-column assemblies with two types of moment-resisting connections under vertical displacement of a center column, simulating a column removal scenario. The ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=902595

22. Development of 3D Models of Steel Moment-Frame Buildings for Assessment of Robustness and Progressive Collapse Vulnerability
Published: 4/30/2009
Authors: Joseph A Main, Fahim Sadek
Abstract: Several prototype steel moment-frame buildings have been designed for the purpose of assessing their reserve capacity and vulnerability to progressive collapse. Designs were developed for both seismic and non-seismic regions. This paper summarizes th ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=901462

23. Automated Extraction of Thunderstorm and Non-Thunderstorm Wind Data Sets From Archived Weather Reports
Published: 4/18/2009
Authors: Franklin T Lombardo, Joseph A Main
Abstract: Wind loads for use in structural design are based in part on extreme value analysis of historical wind data, and limitations on the quantity and spatial resolution of wind data pose a significant challenge in such analyses. A promising source of addi ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=860655

24. Mean Recurrence Intervals of Failure Wind Loads
Published: 8/1/2008
Authors: Dat Duthinh, Joseph A Main, Amelia P Wright, Emil Simiu
Abstract: The Commentary to the ASCE Standard 7-05 states that the nominal mean recurrence interval (MRI) of the wind speed inducing the design strength is about 500 years if the specified load factor is 1.5, as in early versions of ASCE 7, and somewhat highe ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=860702

25. PERFORMANCE OF SEISMIC MOMENT RESISTING CONNECTIONS UNDER COLUMN REMOVAL SCENARIO
Published: 4/9/2008
Authors: Fahim Sadek, Hai Sang Lew, Joseph A Main, John L Gross
Abstract: Beam-to-column moment connections in steel frame construction have been studied extensively for seismic applications.  However, the behavior of such connections has not been studied under the monotonic loading conditions expected in progressive ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=861512

26. Uniaxial Crushing of Sandwich Plates Under Air Blast: Influence of Mass Distribution
Published: 12/8/2007
Authors: Joseph A Main, George A Gazonas
Abstract: Motivated by recent efforts to mitigate blast loading using energy-absorbing materials, this paper investigates the uniaxial crushing of cellular sandwich plates under air blast loading using analytical and computational modeling. This model is also ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=860677

27. Air Blast Loading of Cellular Media
Published: 7/1/2007
Authors: George A Gazonas, Joseph A Main
Abstract: Motivated by recent efforts to mitigate blast loading using energy-absorbing materials, this paper investigates the mechanics of uniaxial crushing of cellular sandwich plates under air blast loading using analytical and computational modeling. This m ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=860704

28. Interpolation Procedures for Database-Assisted Design
Published: 7/1/2007
Author: Joseph A Main
Abstract: Database-assisted design (DAD) is a methodology of designing structures for wind loads that makes direct use of pressure time series from wind tunnel tests. This paper presents interpolation procedures that enable application of the DAD approach for ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=860693

29. Database-Assisted Design of Low-Rise Buildings for Wind Loads: Recent Developments and Comparisons With ASCE/SEI 7-05
Published: 5/17/2007
Author: Joseph A Main
Abstract: While specialized wind tunnel tests are routinely conducted in the design of high-rise buildings, constraints on project budgets and timelines generally do not permit wind tunnel testing in the design of low-rise buildings. Instead, simplified wind ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=860697

30. Comparative Inter-Laboratory Study of Wind Loading on Low Industrial Buildings
Published: 5/16/2007
Authors: Bogusz Bienkiewicz, Munehito Endo, Joseph A Main, William P. Fritz
Abstract: A progress report on an inter-laboratory comparative study of approach flow and wind pressures on low buildings is presented. The wind tunnel data generated at six wind engineering laboratories during a pilot project initiated and coordinated by the ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=860698



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