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    Modeling Soil/Structure Interaction for Masonry Structures

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 004
    Author:
    Mark J. Masia
    ,
    Peter W. Kleeman
    ,
    Robert E. Melchers
    DOI: 10.1061/(ASCE)0733-9445(2004)130:4(641)
    Publisher: American Society of Civil Engineers
    Abstract: A soil/structure interaction model for the simulation of the structural response, including wall cracking, of lightweight masonry structures to expansive soil movements is described. The simulation of swell and shrink in expansive soils due to changes in soil suction is discussed. The model is capable of reproducing the essential features of the structural response observed in full scale experiments. Simple modeling assumptions and the use of static condensation of the global stiffness equations allow fast solution speeds to be achieved. The soil/structure interaction model is thus suitable for use in sensitivity studies and probabilistic analyses of masonry walls with a wide range of possible structural geometries and crack locations. The model has potential applications for studying the behavior of one or two story structures of masonry veneer, full brick/block, or cavity construction, particularly in a probabilistic framework. Although designed specifically for the simulation of expansive soil movements, the effects of various other sources of foundation deformation such as differential settlement and mine subsidence can also be studied.
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      Modeling Soil/Structure Interaction for Masonry Structures

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/34288
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    • Journal of Structural Engineering

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    contributor authorMark J. Masia
    contributor authorPeter W. Kleeman
    contributor authorRobert E. Melchers
    date accessioned2017-05-08T20:59:02Z
    date available2017-05-08T20:59:02Z
    date copyrightApril 2004
    date issued2004
    identifier other%28asce%290733-9445%282004%29130%3A4%28641%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34288
    description abstractA soil/structure interaction model for the simulation of the structural response, including wall cracking, of lightweight masonry structures to expansive soil movements is described. The simulation of swell and shrink in expansive soils due to changes in soil suction is discussed. The model is capable of reproducing the essential features of the structural response observed in full scale experiments. Simple modeling assumptions and the use of static condensation of the global stiffness equations allow fast solution speeds to be achieved. The soil/structure interaction model is thus suitable for use in sensitivity studies and probabilistic analyses of masonry walls with a wide range of possible structural geometries and crack locations. The model has potential applications for studying the behavior of one or two story structures of masonry veneer, full brick/block, or cavity construction, particularly in a probabilistic framework. Although designed specifically for the simulation of expansive soil movements, the effects of various other sources of foundation deformation such as differential settlement and mine subsidence can also be studied.
    publisherAmerican Society of Civil Engineers
    titleModeling Soil/Structure Interaction for Masonry Structures
    typeJournal Paper
    journal volume130
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2004)130:4(641)
    treeJournal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 004
    contenttypeFulltext
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