Original Article Civil Engineering
1. Steel Plate Shear Wall with Different Infill Steel Plates

Mohammad Hossein Kashefizadeh; Mohammad Azimzadeh Koocheh; Behtash Amiri; Reza Esmaeilabadi

Volume 1, Issue 3 , Summer 2018, Pages 1-14

http://dx.doi.org/10.22115/cepm.2018.118244.1011

Abstract
  The steel plate shear wall (SPSW) system is one of the most common and acceptable lateral-resisting structural systems for steel structures. Although the advantages of SPSW over the other structural systems are somehow well-known, the wall-farm interaction of the system is not comprehensively investigated. ...  Read More

Original Article Materials Engineering
2. Three-Dimensional Modelling of Concrete Mix Structure for Numerical Stiffness Determination

Mofid Mahdi; Iqbal Marie

Volume 1, Issue 3 , Summer 2018, Pages 15-27

http://dx.doi.org/10.22115/cepm.2018.118218.1010

Abstract
  A three dimensional (3-D) numerical model with explicit representation of two distinctive phases is used for precise prediction of the stiffness and Poisson’s ratio of concrete mixture, CM. Using ANSYS code, a 3-D macro scale numerical finite elements model was developed. The aggregates size, shape ...  Read More

Original Article Civil Engineering
3. Experimental and Numerical Investigations of Laterally Loaded Pile Group in Multilayered Cohessionless soil

Babu Shivaram Chawhan

Volume 1, Issue 3 , Summer 2018, Pages 28-45

http://dx.doi.org/10.22115/cepm.2018.108513.1005

Abstract
  ABSTRACT: This paper presents the results of experimental and numerical analysis of laterally loaded bamboo pipe piles embedded in multilayered cohesionless soil. An experimental investigation on model piles had been carried out using bamboo pipe pile with outer diameter of 24mm and inner diameter of ...  Read More

Original Article Mechanical Engineering
4. Modeling of the new boundary of reaction force based on particle collision in the smoothed particle hydrodynamics

L. Wang; P. Wang

Volume 1, Issue 3 , Summer 2018, Pages 46-66

http://dx.doi.org/10.22115/cepm.2018.141232.1037

Abstract
  A new reaction force model of particle collision is built, which is based on the conservation of momentum and the conservation of energy. Combined with weakly compressible smoothed particle hydrodynamics and the artificial compressibility, the new model and a conventional reaction force model of Lennard-Jones ...  Read More

Original Article Civil Engineering
5. The Effects of Outrigger type and distribution on seismic behavior of super-tall building

Ali Ahani; Elshan Ahani; Hadi Abbaszadeh

Volume 1, Issue 3 , Summer 2018, Pages 67-80

http://dx.doi.org/10.22115/cepm.2018.125321.1016

Abstract
  Seismic performance and behavior of super-tall building is one of significant place of doubt while using energy dissipated outriggers. To improve the seismic performance of super-tall building structures using outrigger is one common method; however, the performance and behavior of the outrigger varies ...  Read More

Original Article Civil Engineering
6. Controlling Blast loading of the Structural System by Cladding material

K.K. H KIRAN; Jagadish G Kori

Volume 1, Issue 3 , Summer 2018, Pages 81-107

http://dx.doi.org/10.22115/cepm.2018.141294.1038

Abstract
  Shelter is one of the main component of the living creature, it should be safe, uneconomical, hygenic and protective. Now a days shelter should be protective from blast load due to terrorist attack, nuclear explosive, chemical reactions occurring inside the building may be internal blast or external ...  Read More

Original Article Civil Engineering
7. Flexural capacity prediction for reinforced concrete beams by group method of data handling approach

Alla Azimi; Reza Farahnaki

Volume 1, Issue 3 , Summer 2018, Pages 108-118

http://dx.doi.org/10.22115/cepm.2018.136502.1033

Abstract
  Application of group method of data handling (GMDH) to predict the capacity of reinforced concrete beams strengthened with CFRP laminate has been investigated in this paper. The proposed model considers nine parameters including concrete compressive strength, width of beam, effective depth, area of tension ...  Read More