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    Pressure Drop Studies on Supercritical Helium Flowing in Horizontal Tubes 

    Source: Journal of Thermal Science and Engineering Applications:;2016:;volume( 008 ):;issue: 001:;page 11011
    Author(s): Joaquim Rebelo, Neville; Ghosh, Parthasarathi
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Supercritical helium owing to its singlephase characteristics and enhanced heat transfer near the pseudocritical region is envisaged as a potential coolant for superconducting magnets used in particle accelerators and ...
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    Probabilistic Study on Failure of Large Dams 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 011
    Author(s): Luis Valadares Tavares; Joaquim Laginha Serafim
    Publisher: American Society of Civil Engineers
    Abstract: The analysis of dam failures allows considerations about their safety and can influence new design and inspection criteria. Historical data about dam failures are used to relate failure rate to age or decade of construction. ...
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    Shear Properties of the Strain Hardening Cementitious Composite Material 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 010
    Author(s): Hadi Baghi; Joaquim A. O. Barros
    Publisher: American Society of Civil Engineers
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    Shear Strengthening of Reinforced Concrete T-Beams with Hybrid Composite Plate 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 006
    Author(s): Hadi Baghi; Joaquim A. O. Barros
    Publisher: American Society of Civil Engineers
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    NSM CFRP Prestressing Techniques with Strengthening Potential for Simultaneously Enhancing Load Capacity and Ductility Performance 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 005
    Author(s): Mohammadali Rezazadeh; Honeyeh Ramezansefat; Joaquim Barros
    Publisher: American Society of Civil Engineers
    Abstract: The ductility performance of reinforced concrete (RC) members strengthened with carbon-fiber-reinforced polymer (CFRP) reinforcement using near-surface-mounted (NSM) technique has a tendency to decrease with the increase ...
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    Design Approach to Determine Shear Capacity of Reinforced Concrete Beams Shear Strengthened with NSM Systems 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 008
    Author(s): Hadi Baghi; Joaquim A. O. Barros
    Publisher: American Society of Civil Engineers
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    Lightweight Panels of Steel Fiber-Reinforced Self-Compacting Concrete 

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 004
    Author(s): Joaquim Barros; Eduardo Pereira; Simão Santos
    Publisher: American Society of Civil Engineers
    Abstract: When the benefits of self-compacting concrete (SCC) are added to those resulting from the addition of discrete steel fibers to cement based materials, a high performance material, designated as steel fiber-reinforced ...
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    Closure to “<i>Itá Dam—Selection of Type</i>” by Jose Antunes Sobrinho and Joaquim C. da Cunha (pp. 601–607) 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 010
    Author(s): Jose Antunes Sobrlnho; Joaquim C. da Cunha
    Publisher: American Society of Civil Engineers
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    Evidence of High Vertical Wave-Number Behavior in a Continuously Stratified Reservoir: Boadella, Spain 

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 009
    Author(s): Joaquim Pérez-Losada; Elena Roget; Xavier Casamitjana
    Publisher: American Society of Civil Engineers
    Abstract: High vertical wave-number modes clearly dominate the internal wave field during the stratification period in Boadella reservoir in northeast Spain. In this period, the extraction of hypolimnetic water, due to summer ...
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    Hydraulic Infrastructures Design Using Simulated Annealing 

    Source: Journal of Infrastructure Systems:;2001:;Volume ( 007 ):;issue: 001
    Author(s): Maria da Conceição Cunha; Joaquim Sousa
    Publisher: American Society of Civil Engineers
    Abstract: Because the provision of an adequate and reliable water supply system involves a very high level of investment, it is essential that the layout and design of such systems are very carefully planned and the operation of ...
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