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    Yielding from Field Behavior and its Influence on Oil Tank Settlements 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 005
    Author(s): Riccardo Berardi; Renato Lancellotta
    Publisher: American Society of Civil Engineers
    Abstract: One of the problems of major concern in designing large oil storage tanks is the interaction with the foundation soil, particularly in terms of differential settlements. Ultimate or serviceability limit states can be reached ...
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    Prioritizing Pipe Replacement: From Multiobjective Genetic Algorithms to Operational Decision Support 

    Source: Journal of Water Resources Planning and Management:;2009:;Volume ( 135 ):;issue: 006
    Author(s): Orazio Giustolisi; Luigi Berardi
    Publisher: American Society of Civil Engineers
    Abstract: Deterioration of water distribution systems and the optimal allocation of limited funds for their rehabilitation represent crucial challenges for water utility managers. Decision makers should be provided with a set of ...
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    Operational Optimization: Water Losses versus Energy Costs 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 004
    Author(s): O. Giustolisi; D. Laucelli; L. Berardi
    Publisher: American Society of Civil Engineers
    Abstract: Management efficiency of water distribution networks (WDNs) is of relevant interest for the water industry, and operational optimization plays an important role. The energy to pump water is a significant element of operational ...
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    Modeling Local Water Storages Delivering Customer Demands in WDN Models 

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 001
    Author(s): O. Giustolisi; L. Berardi; D. Laucelli
    Publisher: American Society of Civil Engineers
    Abstract: Water distribution network (WDN) models account for customer-demands as water withdrawals concentrated in nodes. Customer-demands can be assumed to be constant or varying with nodal head/pressure entailing demand-driven ...
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    Accounting for Directional Devices in WDN Modeling 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 010
    Author(s): Orazio Giustolisi; Luigi Berardi; Daniele Laucelli
    Publisher: American Society of Civil Engineers
    Abstract: This work presents a modification to steady-state water distribution network (WDN) simulation models to account for directional devices such as check valves (CHVs) and flow-control valves (FCVs). These devices, allowing ...
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    Acoustics and Lighting Education in Architectural Engineering: Experience of WPI 

    Source: Journal of Architectural Engineering:;2014:;Volume ( 020 ):;issue: 002
    Author(s): Umberto; Berardi; Roberto; Pietroforte; Tahar; El-Korchi
    Publisher: American Society of Civil Engineers
    Abstract: The growing complexity of buildings requires architectural engineering to integrate many different specialized capabilities, among which building physics often plays a primary role. Architectural engineers must understand ...
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    Optimal Water Distribution Network Design Accounting for Valve Shutdowns 

    Source: Journal of Water Resources Planning and Management:;2014:;Volume ( 140 ):;issue: 003
    Author(s): O. Giustolisi; L. Berardi; D. Laucelli
    Publisher: American Society of Civil Engineers
    Abstract: The hydraulic system functioning is determined by the boundary conditions (e.g., network topology, pipe resistances/diameters, tank levels, status of control devices, and status of pumps). Shutdown of isolation valves to ...
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    Computationally Efficient Modeling Method for Large Water Network Analysis 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 004
    Author(s): Orazio Giustolisi; Daniele Laucelli; Luigi Berardi; Dragan A. Savić
    Publisher: American Society of Civil Engineers
    Abstract: Nowadays, the unprecedented computing power of desktop personal computers and efficient computational methodologies such as the global gradient algorithm (GGA) make large water-distribution-system modeling feasible. However, ...
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    Operational and Tactical Management of Water and Energy Resources in Pressurized Systems: Competition at WDSA 2014 

    Source: Journal of Water Resources Planning and Management:;2016:;Volume ( 142 ):;issue: 005
    Author(s): O. Giustolisi; L. Berardi; D. Laucelli; D. Savic; Z. Kapelan
    Publisher: American Society of Civil Engineers
    Abstract: Optimal management of water and energy resources worldwide is a basis for environmental and socioeconomic sustainability in urban areas, which has become even more relevant with the advent of the smart and water sensitive ...
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    Optimal Design of District Metering Areas for the Reduction of Leakages 

    Source: Journal of Water Resources Planning and Management:;2017:;Volume ( 143 ):;issue: 006
    Author(s): Daniele B. Laucelli; Antonietta Simone; Luigi Berardi; Orazio Giustolisi
    Publisher: American Society of Civil Engineers
    Abstract: The division of water distribution networks (WDNs) into district metering areas (DMAs) is a challenging issue and can be effective for analysis, planning, and management purposes. This contribution proposes a novel two-step ...
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