YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    Search 
    •   YE&T Library
    • Search
    •   YE&T Library
    • Search
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Search

    Show Advanced FiltersHide Advanced Filters

    Filters

    Use filters to refine the search results.

    Now showing items 1-10 of 12

    • Relevance
    • Title Asc
    • Title Desc
    • Year Asc
    • Year Desc
    • 5
    • 10
    • 20
    • 40
    • 60
    • 80
    • 100
  • Export
    • CSV
    • RIS
    • Sort Options:
    • Relevance
    • Title Asc
    • Title Desc
    • Issue Date Asc
    • Issue Date Desc
    • Results Per Page:
    • 5
    • 10
    • 20
    • 40
    • 60
    • 80
    • 100

    Seismic Response of Imperial County Services Building in 1979 

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 012
    Author(s): Michael E. Kreger; Mete A. Sozen
    Publisher: American Society of Civil Engineers
    Abstract: The Imperial County Services Building was severely damaged during the October 15th, 1979, Imperial Valley Earthquake. The vertical load carrying system and the structural systems used to resist lateral forces are described, ...
    Request PDF

    Dominant Factor in the Collapse of WTC-1 

    Source: Journal of Performance of Constructed Facilities:;2009:;Volume ( 023 ):;issue: 004
    Author(s): Konstantinos Miamis; Ayhan Irfanoglu; Mete A. Sozen
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of the World Trade Center Tower 1 on September 11, 2001 is studied in light of experimental data on the effect of elevated temperature on mechanical properties of structural steel. It is concluded that the ...
    Request PDF

    Drift Limits of High-Strength Concrete Columns Subjected to Load Reversals 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 003
    Author(s): Adolfo B. Matamoros; Mete A. Sozen
    Publisher: American Society of Civil Engineers
    Abstract: A series of experiments was carried out to investigate the behavior of columns with high-strength concrete subjected to shear reversals into the nonlinear range of response. The main experimental variables were loading ...
    Request PDF

    Lateral‐Load Tests of R/C Slab‐Column Connections 

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 011
    Author(s): Denby G. Morrison; Ikuo Hirasawa; Mete A. Sozen
    Publisher: American Society of Civil Engineers
    Abstract: The response of interior reinforced concrete plate column connections in a laterally loaded structure is investigated. Nine specimens were tested, five statically and four dynamically to simulate earthquake loading. This ...
    Request PDF

    The Oklahoma City Bombing: Analysis of Blast Damage to the Murrah Building 

    Source: Journal of Performance of Constructed Facilities:;1998:;Volume ( 012 ):;issue: 003
    Author(s): Paul F. Mlakar, Sr.; W. Gene Corley; Mete A. Sozen; Charles H. Thornton
    Publisher: American Society of Civil Engineers
    Abstract: The truck bombing of the Murrah Building caused significant damage to this structure. From the characteristics of the bomb crater, it was determined that the explosion yielded energy comparable to that from the detonation ...
    Request PDF

    The Oklahoma City Bombing: Structure and Mechanisms of the Murrah Building 

    Source: Journal of Performance of Constructed Facilities:;1998:;Volume ( 012 ):;issue: 003
    Author(s): Mete A. Sozen; Charles H. Thornton; W. Gene Corley; Paul F. Mlakar Sr.
    Publisher: American Society of Civil Engineers
    Abstract: In May 1995, the Federal Emergency Management Agency deployed a building performance assessment team composed of ASCE and federal government engineers to investigate damage caused by the malevolent bombing of the Alfred ...
    Request PDF

    The Oklahoma City Bombing: Summary and Recommendations for Multihazard Mitigation 

    Source: Journal of Performance of Constructed Facilities:;1998:;Volume ( 012 ):;issue: 003
    Author(s): W. Gene Corley; Paul F. Mlakar Sr.; Mete A. Sozen; Charles H. Thornton
    Publisher: American Society of Civil Engineers
    Abstract: From visual inspection and analysis of the damage that occurred in the Murrah Building as a result of a blast caused by a large truck bomb, it is shown that progressive collapse extended the damage beyond that caused ...
    Request PDF

    Response to Fire Exposure of the Pentagon Structural Elements 

    Source: Journal of Performance of Constructed Facilities:;2005:;Volume ( 019 ):;issue: 003
    Author(s): Paul F. Mlakar; Donald O. Dusenberry; James R. Harris; Gerald Haynes; Long T. Phan; Mete A. Sozen
    Publisher: American Society of Civil Engineers
    Abstract: An overview of fire damage sustained by the Pentagon structural elements in the September 11, 2001, terrorist attack is provided. The fire intensity in some compartments of the affected areas inside the Pentagon was ...
    Request PDF

    Conclusions and Recommendations from the Pentagon Crash 

    Source: Journal of Performance of Constructed Facilities:;2005:;Volume ( 019 ):;issue: 003
    Author(s): Paul F. Mlakar; Donald O. Dusenberry; James R. Harris; Gerald Haynes; Long T. Phan; Mete A. Sozen
    Publisher: American Society of Civil Engineers
    Abstract: The devastation in the September 11, 2001 terrorist attack on the Pentagon was reduced by the building’s resilient structural system. The continuity, redundancy, and energy-absorbing capacity embodied in this system should ...
    Request PDF

    Toughness of the Pentagon Structure 

    Source: Journal of Performance of Constructed Facilities:;2005:;Volume ( 019 ):;issue: 003
    Author(s): Paul F. Mlakar; Donald O. Dusenberry; James R. Harris; Gerald Haynes; Long T. Phan; Mete A. Sozen
    Publisher: American Society of Civil Engineers
    Abstract: On September 11, 2001, the reinforced concrete structure of the Pentagon Building was able to resist, without collapse, the impact of a large commercial airliner despite the total loss of 26 columns and severe damage to ...
    Request PDF
    • 1
    • 2
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     

    Author

    ... View More

    Publisher

    Year

    Type

    Content Type

    Publication Title

    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian