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    Discussion of “<i>Vibration Criteria for Historic Buildings</i>” by Walter Konon and John R. Schuring (September, 1985, Vol. 111, No. 3) 

    Source: Journal of Construction Engineering and Management:;1987:;Volume ( 113 ):;issue: 003
    Author(s): Charles H. Dowding
    Publisher: American Society of Civil Engineers
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    Ground Motions and Air‐Blast Effects of Explosive Demolition of Structures 

    Source: Journal of Construction Engineering and Management:;1994:;Volume ( 120 ):;issue: 004
    Author(s): Charles H. Dowding
    Publisher: American Society of Civil Engineers
    Abstract: Ground motions and air‐blast overpressures produced by the explosive demolition of about 27 structures were compared to determine the importance of these effects. To provide background for this demolition method, general ...
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    Dynamic Stability of Rock Slopes and High Frequency Traveling Waves 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 010
    Author(s): Charles H. Dowding; Christian Gilbert
    Publisher: American Society of Civil Engineers
    Abstract: An investigation of high frequency, traveling wave excitation of a two‐dimensional, multiple block, rock slope was conducted with a discrete element model to quantify the effects of variable frequency blasting vibrations. ...
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    One and Two Support Models for Blast Response 

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 006
    Author(s): Hiroaki Todo; Charles H. Dowding
    Publisher: American Society of Civil Engineers
    Abstract: Blast response was modeled with a two support, two degree of freedom (TDF) system to investigate the importance of traveling wave excitation. Measured structural response was found to correlate better with either single ...
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    A Laboratory Study of Blast Densification of Saturated Sand 

    Source: Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 002
    Author(s): Charles H. Dowding; Roman D. Hryciw
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory tests have been conducted to investigate the potential of millisecond delays in blast‐densification of saturated cohesionless sand. A large liquefaction tank was used to prepare and contain the sand. Commercially ...
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    Finite-Element Analysis of Time Domain Reflectometry Cable-Grout-Soil Interaction 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 003
    Author(s): J. Tanner Blackburn; Charles H. Dowding
    Publisher: American Society of Civil Engineers
    Abstract: Three-dimensional finite element analysis is combined with field and laboratory measurement of time domain reflectometry (TDR) cable-grout response to analyze the interaction between the cable, grout, and surrounding soil ...
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    Crack Response to Long-Term Environmental and Blast Vibration Effects 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 009
    Author(s): Charles H. Dowding; Laureen M. McKenna
    Publisher: American Society of Civil Engineers
    Abstract: This paper synthesizes seven case histories of micrometer changes in the width of cosmetic cracks in a wide range of wall materials and structure types produced by long term (environmental) and transient (blast vibration) ...
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    Directing Exploration with 3D FEM Sensitivity and Data Uncertainty 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 011
    Author(s): Andrew J. Graettinger; Charles H. Dowding
    Publisher: American Society of Civil Engineers
    Abstract: Quantitatively directed exploration (QDE) employs a first-order Taylor series expansion to combine sensitivity of a 3D finite-element model (FEM) and uncertainty in geologic data to calculate the variance in project ...
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    Autonomous Monitoring of Dynamic Response of In-Service Structures for Decision Support 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 001
    Author(s): David E. Kosnik; Charles H. Dowding
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes instrumentation and autonomous, Web-enabled remote monitoring of in-service structures to resolve concerns. Structures were subject to dynamic excitation from blasting, construction equipment, and ...
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    Early Detection of Rock Movement with Time Domain Reflectometry 

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 008
    Author(s): Charles H. Dowding; Fei‐Chiu Huang
    Publisher: American Society of Civil Engineers
    Abstract: Remote operation of a time domain reflectometry (TDR) system demonstrates the effectiveness of telemetric monitoring for early detection of rock movement. During field testing reported here, TDR data were related to shear ...
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