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    Equivalent-Linear Dynamic Impedance Functions of Surface Foundations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 007
    Author(s): Dimitris; Pitilakis; Arezou; Moderessi-Farahmand-Razavi; Didier; Clouteau
    Publisher: American Society of Civil Engineers
    Abstract: An approximate linearization method using the familiar concept of
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    Field Experiments for Monitoring the Dynamic Soil–Structure–Foundation Response of a Bridge-Pier Model Structure at a Test Site 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 001
    Author(s): G. C. Manos; K. D. Pitilakis; A. G. Sextos; V. Kourtides; V. Soulis; J. Thauampteh
    Publisher: American Society of Civil Engineers
    Abstract: Summary results from a series of field experiments at a test site in Greece are presented, involving an in situ instrumented bridge-pier model built on realistic foundation conditions, to study the dynamic behavior of ...
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    Time-Dependent Fragility Functions for Circular Tunnels in Soft Soils 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2022:;Volume ( 008 ):;issue: 003:;page 04022030
    Author(s): Zhongkai Huang; Sotirios Argyroudis; Dongmei Zhang; Kyriazis Pitilakis; Hongwei Huang; Dongming Zhang
    Publisher: ASCE
    Abstract: Fragility functions are used in the vulnerability analysis of structures considering different sources of uncertainties. In this research, a framework to develop time-dependent fragility functions for circular tunnels ...
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