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Tags: Soil-Structure Interaction

All Categories (1-20 of 130)

  1. Characterizing Soil-Foundation-Structure Interaction Using Experimental Data From a Test Structure

    09 Jul 2014 | Publications | Contributor(s): Emily Stinson

    Most of what is currently known about soil-structure interaction (SSI) is based on theoretical models. Since SSI can lead to seismically unsafe designs, as demonstrated by the devastating damage...

    http://nees.org/resources/12792

  2. A Ground Model for Earthquake Response Analysis Derived as Best-Simplified with Using Microtremor Measurements

    15 May 2014 | Publications | Contributor(s): Atsushi Mikami

    A Ground Model for Earthquake Response Analysis Derived as Best-Simplified with Using Microtremor Measurements In order to evaluate seismic performance of long-extended structures such as levees,...

    http://nees.org/resources/11149

  3. A one-step Newmark model for probabilistic analysis of seismic slope displacements

    15 May 2014 | Publications | Contributor(s): Gang Wang, Wenqi Du

    A fully probabilistic framework for spatially distributed slope systems using vector intensity measures Earthquake-induced slope displacement is an important parameter for safety evaluation and...

    http://nees.org/resources/12435

  4. A REMARKABLE METHOD TO STOP THE DIFFERENTIAL SETTLEMENTS OF HISTORIC BUILDINGS

    15 May 2014 | Publications | Contributor(s): Ion Vlad

    A REMARKABLE METHOD TO STOP THE DIFFERENTIAL SETTLEMENTS OF HISTORIC BUILDINGS As the general awareness of the earthquake risk increases and the standards of protection for new buildings become...

    http://nees.org/resources/12251

  5. Application of discrete element modeling for simulation of cyclic direct simple shear response of granular materials

    15 May 2014 | Publications | Contributor(s): Antone Dabeet, Dharma Wijewickreme, Peter Byrne

    Application of DEM for simulation of the Cyclic Direct Simple Shear Response of Granular Materials The Discrete Element Method (DEM) has been increasingly used to simulate and study the...

    http://nees.org/resources/12141

  6. Assessment of Aging Correction Factors for Liquefaction Resistance at Sites of Recurrent Liquefaction

    15 May 2014 | Publications | Contributor(s): Brett Maurer, Russell Green, Misko Cubrinovski, Brendon Bradley

    Assessment of Aging Correction Factors for Liquefaction Resistance at Sites of Recurrent Liquefaction: A Study of the Canterbury (NZ) Earthquake Sequence Increases in the strength and stiffness...

    http://nees.org/resources/11865

  7. Behavior of Model Pile in Saturated Sloping Ground in Shaking Table Test

    15 May 2014 | Publications | Contributor(s): Chia-Han Chen, Tzou-Shin Ueng, Cheng-Hsing Chen

    Behavior of Model Pile in Saturated Sloping Ground during Shaking Table Test Shaking table tests on model pile in saturated inclined ground were conducted at the National Center for Research on...

    http://nees.org/resources/11097

  8. Comparison of Design Procedures and Observed Performance of Bridges Subject to Lateral Spreading

    15 May 2014 | Publications | Contributor(s): Benjamin Turner, Scott J. Brandenberg, Jonathan P. Stewart

    Comparison of Design Procedures and Observed Performance of Bridges Subject to Lateral Spreading Results are presented of the authors’ investigation of the performance of a railroad bridge and...

    http://nees.org/resources/11701

  9. CONSTITUTIVE MODELING OF LIQUEFACTION EFFECTS IN SLOPING GROUND

    15 May 2014 | Publications | Contributor(s): Katerina Ziotopoulou, Manika Maharjan, Ross Boulanger, Michael Beaty, Richard Armstrong, Akihiro Takahashi

    CONSTITUTIVE MODELING OF LIQUEFACTION EFFECTS IN SLOPING GROUND Experimental studies on the deformation of clean sands under undrained cyclic direct simple shear loading show a progressive...

    http://nees.org/resources/12109

  10. Cyclic mobility and post-liquefaction behaviors of granular soils under cyclic loading: micromechanical perspectives

    15 May 2014 | Publications | Contributor(s): Gang Wang, Jiangtao Wei

    Understanding Soil Liquefaction under Cyclic Loading: Micromechanical Perspectives Understanding the fundamental mechanism of liquefaction in granular soils is one of the major challenges in...

    http://nees.org/resources/12423

  11. Dissipated & Strain Energies in Undrained Cyclic Loading Tests for Liquefaction Potential Evaluations

    15 May 2014 | Publications | Contributor(s): YOSUKE KANEKO, TAKAJI KOKUSHO

    Inside Dissipated Energy and Strain Energy in Liquefied Sand by Hollow Cylindrical Torsional Shear Test A stress-based method (SBM) has been employed for liquefaction potential evaluations in...

    http://nees.org/resources/11167

  12. Does the vertical component of seismic loading have no discernible effect on permanent displacement of sliding system?

    15 May 2014 | Publications | Contributor(s): Yingbin Zhang, Lu Zheng, Hao Xing

    Does vertical seismic force have no discernible effect on sliding system? Abstract This paper studies the effect of vertical seismic force on sliding system. Sliding of a rigid block on an...

    http://nees.org/resources/12167

  13. Dynamic Soil-Structure Interaction Analyses of 300m Tall Industrial Reinforced Concrete Chimneys on Piled Raft Foundations

    15 May 2014 | Publications | Contributor(s): Jisha S.V, Jayalekshmi B.R, Shivashankar R

    Dynamic Soil-Structure Interaction Analyses of 300m Tall Industrial Reinforced Concrete Chimneys on Piled Raft Foundations Soil-structure interaction (SSI) analysis of 300m tall slender industrial...

    http://nees.org/resources/11203

  14. Energy-Based Liquefaction Potential Evaluation compared with Stress-Based Method

    15 May 2014 | Publications | Contributor(s): Takaji Kokusho, Yuuki Mimori

    Liquefaction Potential Evaluation: Stress-Based Method versus Energy-Based Method In order to develop an energy-based method (EBM) for liquefaction potential evaluation, a series of undrained...

    http://nees.org/resources/11871

  15. Estimation of Cumulative Damage in Concrete Gravity Dam considering Foundation-Reservoir Interaction

    15 May 2014 | Publications | Contributor(s): R.N. Dubey, Arnab Banerjee, D.K. Paul

    Linear and Non-linear Analysis of Concrete Gravity Dam including Fluid-Soil-Structure Interaction A dam-foundation-reservoir coupled system has been taken for seismic analysis. Accelerogram at the...

    http://nees.org/resources/12239

  16. Experimental Investigation On Pull-out Resistance Of A Pile With A Wing Plate In Alternately Cyclic Loading

    15 May 2014 | Publications | Contributor(s): Hiroko Suzuki, Kohji Tokimatsu, Kohei Urabe, Yoshiharu Asaka

    Experimental investigation on bearing capacity and pull-out resistance of a pile with a wing plate under alternately cyclic vertical loading In order to evaluate bearing capacity and pull-out...

    http://nees.org/resources/12261

  17. Fluid Effects on Rocking Foundations in Difficult Soil

    15 May 2014 | Publications | Contributor(s): Jacquelyn Allmond, Bruce Kutter

    Energy Dissipation of Rocking Foundations in Difficult Soil Current research has shown the capabilities and improved seismic performance of rocking shallow foundations for bridges, and much work...

    http://nees.org/resources/11975

  18. Improved Two-Step Method for Seismic Analysis of Structures

    15 May 2014 | Publications | Contributor(s): Alidad Hashemi, Sanjeev R. Malushte, Jaspal Saini, Luis Moreschi

    Improved Two-Step Method for Seismic Analysis of Structures The consideration of soil-structure interaction (SSI) is imperative in determining the seismic response of massive and stiff (relative...

    http://nees.org/resources/11825

  19. Incorporating Epistemic Uncertainties into Regional Seismic Landslide Maps

    15 May 2014 | Publications | Contributor(s): Yubing Wang, Ellen Rathje

    Incorporating Epistemic Uncertainties into Regional Seismic Landslide Maps Earthquake-induced landslides are a significant seismic hazard that can generate significant economic losses. Regional...

    http://nees.org/resources/11727

  20. Incorporating Soil-Foundation-Structure Interaction Effects through a Decoupled Analysis for the Sesimic Design of a Pile Supported Building at a Soft Soil Site with High Impedance Effect

    15 May 2014 | Publications | Contributor(s): King Chin, Bryan Zagers, Luke Ruggeri

    Incorporating Soil-Foundation-Structure Interaction Effects through a Decoupled Analysis for the Sesimic Design of a Pile Supported Building at a Soft Soil Site with High Impedance Effect This...

    http://nees.org/resources/11095