Now showing items 1-20 of 20

  • Adobe materials for structural walls 

    Bade, Scott Charles (University of Missouri--Columbia, 2014)
    [ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT AUTHOR'S REQUEST.]
  • Analysis of radio communication towers subjected to wind, ice and seismic loadings 

    Sullins, Eric James (University of Missouri--Columbia, 2006)
    The MoDOT radio communication tower network was created in the 1950s and 1960s. There is a need to assess the condition of the towers in the network and also to determine if they are up to date with current codes. A condition ...
  • Analytical and experimental evaluation of steel sheets for blast retrofit design 

    Kennedy, John Anthony (University of Missouri--Columbia, 2005)
    [ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT AUTHOR'S REQUEST.] Blast resistant design has come to the forefront of engineering concerns in the wake of recent terrorist threats to the United States. The focus of ...
  • Blast resistant design for roof systems 

    McClendon, Mark Andrew (University of Missouri--Columbia, 2007)
    [ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT AUTHOR'S REQUEST.] The design of structures to resist explosive loads has become more of a concern to the engineering community. This research focuses on the design ...
  • Blast resistant forced entrty [sic] steel stud wall design 

    Jobe, Jeffrey M. (University of Missouri--Columbia, 2005)
    [ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT AUTHOR'S REQUEST.] Due to the threat of terrorist attacks, a series of tests has been conducted, on different forced entry wall configurations, to determine the static ...
  • Blast retrofit design of CMU walls using polymer sheets 

    Fitzmaurice, Silas James (University of Missouri--Columbia, 2006)
    Many materials have been tested for blast retrofit design but have shown to have limitation. The focus of this research is the analysis of polymer sheets as a method for retrofit design. There are many advantages of polymer ...
  • Characterization of polymer-fiber composite sheet retrofits for blast mitigation 

    Muenks, Matthew Joseph (University of Missouri--Columbia, 2013)
    [ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT AUTHOR'S REQUEST.] The retrofit of existing structures to resist external explosions is becoming increasingly necessary. The use of thin sheets on the tension face of a ...
  • Dynamic response of cold-formed steel roof trusses subject to blast load 

    Clayton, Gabriela Alexandria (University of Missouri--Columbia, 2017)
    [ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT REQUEST OF AUTHOR.] The popularity of cold-formed steel building components has seen rapid growth in recent years due to its low cost, high strength, and ability to ...
  • Evaluation of conventional steel stud walls for blast design 

    McWilliams, Trevor Ryan (University of Missouri--Columbia, 2012)
    [ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT REQUEST OF AUTHOR.] Cold-formed steel studs exhibit favorable properties of strength and ductility that could provide the toughness needed to resist blast loading. Fully ...
  • Evaluation of hybrid anchor system for blast resistant steel stud wall design 

    Older, Stephen Edward Maxwell, 1986- (University of Missouri--Columbia, 2009)
    [ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT REQUEST OF AUTHOR.] Steel stud wall systems are a common building material known for their low cost and ease of construction. However, standard building practices cause ...
  • Evaluation of innovative materials subjected to near-contact detonations 

    Oesch, Tyler S., 1986- (University of Missouri--Columbia, 2009)
    [ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT REQUEST OF AUTHOR.] Some structures composed of brittle cast iron may be particularly vulnerable to terrorist attacks using near-contact detonations because of the lack ...
  • Evaluation of stay-in-place PVC-formed concrete walls for blast design 

    Saucier, Aaron James, 1983- (University of Missouri--Columbia, 2009)
    [ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT REQUEST OF AUTHOR.] In the event of a blast, concrete might not have the toughness needed to absorb the large amounts of energy imparted, even with the moderate steel ...
  • Experimental evaluation and modeling of concrete masonry unit walls 

    Bell, Brittany Anne (University of Missouri--Columbia, 2011)
    [ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT REQUEST OF AUTHOR.] Many military and government buildings in the US and abroad use frame structures with infill wall systems. Conventionally constructed infill wall ...
  • Experimental evaluation of laminated glass interlayer under high strain rates 

    Lafta, Mouhammed Jessam (University of Missouri--Columbia, 2012)
    [ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT REQUEST OF AUTHOR.] The use of blast-resistant glazing in buildings subject to exterior hazards can greatly reduce, if not eliminate, the hazard of flying glass shards. ...
  • Experimental evaluation of structural composites for blast resistant design 

    Hoemann, John M. (University of Missouri--Columbia, 2007)
    Structural panels comprised of honeycomb fiber reinforced polymer (FRP) laminations were evaluated under blast and fragmentation to examine their value as quickly maneuverable prefabricated structures. The structural panels ...
  • Investigation of finger plate expansion devices behavior 

    Mutnbak, Mohammed (University of Missouri--Columbia, 2018)
    [ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT AUTHOR'S REQUEST.] Finger plate expansion devices are frequently used to account for medium and large expansive or contractive movements and reasonable rotations of two ...
  • Non-destructive evaluation of wood utility poles using computed axial tomography imaging 

    Thomas, Howard David (University of Missouri--Columbia, 2006)
    Of the more than 130 million wooden utility poles in service, there are approximately 2 million that are replaced annually. A quick, yet accurate non-destructive method of evaluation of the in-service poles could provide ...
  • Numerical modeling of static nonlinear behavior of cold-formed steel stud walls 

    Bondok, Doaa Hussien M. H. (University of Missouri--Columbia, 2012)
    [ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT REQUEST OF AUTHOR.] Cold-formed steel studs have been approved for their blast-resistance capability. Research concerns nowadays focus on how to adapt and develop the ...
  • Sheet retrofit systems for concrete slabs for blast mitigation 

    Tappmeyer, Benjamin James (University of Missouri--Columbia, 2015)
    [ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT REQUEST OF AUTHOR.] Various ductile sheet materials are currently used to retrofit existing concrete wall systems to mitigate the effects of external blast. Sheet retrofits ...
  • Upgrading conventional cold-formed steel connections to protect against moderate blast events 

    Agee, Brett Michael (University of Missouri--Columbia, 2010)
    [ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT REQUEST OF AUTHOR.] Most research in the area of blast resistant and retrofit designs has focused on high threat levels to meet the DOD and DOS needs. This report shows ...