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    Computation of Dynamic Passive Earth Pressure Using LISP

    Source: Journal of Computing in Civil Engineering:;1995:;Volume ( 009 ):;issue: 004
    Author:
    Ernest E. Morrison Jr.
    ,
    Robert M. Ebeling
    DOI: 10.1061/(ASCE)0887-3801(1995)9:4(285)
    Publisher: American Society of Civil Engineers
    Abstract: Few solution techniques exist for the determination of dynamic passive earth pressures for cohesionless soils. The pseudostatic dynamic Mononobe-Okabe equation is widely used to design structures that must resist earthquake loads. Researchers have noted that the Mononobe-Okabe equation assumes a planar failure surface, which is not the most critical mode of failure for determining the passive failure load. The goal of this research was to develop a more accurate method for computing pseudostatic dynamic passive earth pressures. This paper outlines the development of a computer-program-based solution assuming a log-spiral failure surface to compute pseudostatic dynamic passive earth pressure coefficients. The programming language COMMON LISP was used to develop the code. The features and capabilities of this programming language are not widely known outside the field of computer science. This paper illustrates the use of COMMON LISP in the formulation and solution of computationally intensive algorithms.
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      Computation of Dynamic Passive Earth Pressure Using LISP

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    contributor authorErnest E. Morrison Jr.
    contributor authorRobert M. Ebeling
    date accessioned2017-05-08T22:25:01Z
    date available2017-05-08T22:25:01Z
    date copyrightOctober 1995
    date issued1995
    identifier other44312280.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80239
    description abstractFew solution techniques exist for the determination of dynamic passive earth pressures for cohesionless soils. The pseudostatic dynamic Mononobe-Okabe equation is widely used to design structures that must resist earthquake loads. Researchers have noted that the Mononobe-Okabe equation assumes a planar failure surface, which is not the most critical mode of failure for determining the passive failure load. The goal of this research was to develop a more accurate method for computing pseudostatic dynamic passive earth pressures. This paper outlines the development of a computer-program-based solution assuming a log-spiral failure surface to compute pseudostatic dynamic passive earth pressure coefficients. The programming language COMMON LISP was used to develop the code. The features and capabilities of this programming language are not widely known outside the field of computer science. This paper illustrates the use of COMMON LISP in the formulation and solution of computationally intensive algorithms.
    publisherAmerican Society of Civil Engineers
    titleComputation of Dynamic Passive Earth Pressure Using LISP
    typeJournal Paper
    journal volume9
    journal issue4
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)0887-3801(1995)9:4(285)
    treeJournal of Computing in Civil Engineering:;1995:;Volume ( 009 ):;issue: 004
    contenttypeFulltext
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