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    Reliability-Based Design Snow Loads. I: Site-Specific Probability Models for Ground Snow Loads 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 007
    Author(s): D. Jared DeBock; Abbie B. Liel; James R. Harris; Bruce R. Ellingwood; Jeannette M. Torrents
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes a new method for fitting probability distributions for modeling annual maximum ground snow loads for use in structural design. These probability models are intended for use in reliability assessments ...
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    Reliability-Based Design Snow Loads. II: Reliability Assessment and Mapping Procedures 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 007
    Author(s): Abbie B. Liel; D. Jared DeBock; James R. Harris; Bruce R. Ellingwood; Jeannette M. Torrents
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the development of reliability-targeted ground snow load maps for use in building (roof) design. The proposed procedures aim to ensure that structures designed achieve a target safety index, taken to ...
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    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 ...
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    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 ...
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    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 ...
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    Description of Structural Damage Caused by the Terrorist Attack on the Pentagon 

    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, an airliner was intentionally crashed into the Pentagon. It struck at the first elevated slab on the west wall, and slid approximately
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    September 11, 2001, Airliner Crash into the Pentagon 

    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 Pentagon was constructed between September 1941 and January 1943. A substantial renovation of the entire
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