[REQUEST] Scitation and Sciencedirect/Elsevier JOURNAL

[xnr09]

here it is

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cheers
xnr09

[ssobhan]

Here get it;

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[mary]

Dear all,
Requesting for two Papers listed below

• Article/eBook Full Name:
  
  
• Static and seismic performance of a friction piled raft combined with grid-form deep mixing walls in soft ground
  
  
• Author(s):
  
• Kiyoshi Yamashita, , Junji Hamada, Tomohiro Tanikawa
  
  
• Edition:
  
• Soils and Foundations Available online 12 May 2016
  
  
• Publish Date:
  
• 2016
  
  
• Published By:
  
• Sciencedirect
  
  
• Related Links:
  
• Code:

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[mary]

• Article/eBook Full Name:
  
  
• Numerical Analysis of Small-Scale Model Pile in Unsaturated Clayey Soil
  
  
• Author(s):
  
• Shao-Hung Chung Shu-Rong Yang
  
  
• Related Links:
  
• Code:

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• Article/eBook Full Name:
  
  
• Numerical Analysis of Low Strain Testing of 3-D Axial Symmetry Viscoelastic Pile–Soil Model
  
  
• Author(s):
  
• Shao-Hung Chung Shu-Rong Yang
  
  
• Related Links:
  
• Code:

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[xnr09]

Hi
Here are the papers:

- Numerical Analysis of Small-Scale Model Pile in Unsaturated Clayey Soil
- Numerical Analysis of Low Strain Testing of 3-D Axial Symmetry Viscoelastic Pile–Soil Model

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xnr09

[abouferass88]

Request: Use of applied element method for structural analysis

• Author(s): Aliakbar Shakeri,  Khosrow BargiPublished By: Springer International Publishing AG. Published Year: July 2015DOI: 10.1007/s12205-015-0625-4Quality: UnspecifiedRelated Link:
  Private Note:
  

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[tomtumx]

@abouferass88  Here it is:

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[atram]

Dear friends,
if somebody can upload, I would be very grateful:

• Article/eBook Full Name:
  
  
• On the basic phenomenon of soil-structure interaction on the free vibration response of beams: Application to railway bridges
  
  
• Author(s):
  
• A. Doménech, M.D. Martínez-Rodrigo, A. Romero, P. Galvín
  
  
• Edition:
  
• Engineering Structures, Volume 125, 15 October 2016, Pages 254-265
  
  
• Related Links:
  
• Code:

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[MarcinX]

Hej atram,
Here You can find the paper:

On the basic phenomenon of soil-structure interaction on the free vibration response of beams: Application to railway bridges
Author(s): A. Doménech, M.D. Martínez-Rodrigo, A. Romero, P. Galvín

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[realbabilu]

Structural behavior of large-scale triangular and trapezoidal threaded steel tie rods in assembly using finite element analysis

• Author(s): Wei Duan , Suraj Joshi
• DOI: ttps://doi.org/10.1016/j.engfailanal.2013.07.024
  
• Quality: Original Preprint
  
• Abstract: Pre-stressed steel tie rods are used extensively as load carrying components in structures
  like suspension bridges, steering systems in automotive vehicles, wings and fuselage of aircrafts, spokes of Ferris wheels, etc. The governing variables for the bearing strength of a
  large-scale steel tie rod (of diameter usually larger than 60 mm) include the mechanical
  strength of the tie rod body, geometric configuration of the thread teeth and the number
  of turns of thread engagement. The optimal number of turns of threaded connections of
  large scale steel tie rods has been predicted by full scale rupture experiments and reported
  previously by the authors. This paper builds up further on that work and investigates the
  structural behavior of the two types of threaded connections of steel tie rods, viz. (i) the
  triangle threaded connection, and (ii) the trapezoidal threaded connection, using finite element analysis in ANSYS. The axial displacement, equivalent stress distribution, interfacial
  contact pressure and sliding distance on the engaged thread teeth under different axial
  loads are presented and analyzed. The numerical simulations verify and expound the
  results of full-scale tensile rupture experiments. The concordant comparison between
  experimental measurements and finite element analysis provides working guidelines
  and support for the design and fabrication of steel tie rods in practical operations.

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