Rijid plastik üretanlar

1977
Akay, Mustafa
ODTÜ Uygulamalı Araştırmalar Dergisi.

Suggestions

Lateral pressure on rigid retaining walls : a neural network approach
Yıldız, Ersan; Özkan, M. Yener; Department of Civil Engineering (2003)
An experimental study into bearing of rigid piled rafts under vertical loads
Türkmen, Haydar Kürşat; Ergun, Mehmet Ufuk; Department of Civil Engineering (2008)
In this study, the load bearing behavior of piled raft foundations is investigated performing laboratory and field tests. Piled raft foundation of a multi storey building was also instrumented and monitored in order to study the load sharing mechanism of piled raft foundations. A small reinforced concrete piled raft of 2.3 m square supported by four mini piles at the corners was loaded and contribution of the raft support up to 41 % of the total load was observed. The soil was stiff fissured Ankara clay wit...
A Surface crack in an orthotropic medium subjected to sliding contact by a rigid stamp/
Sarıkaya, Duygu; Dağ, Serkan; Department of Mechanical Engineering (2014)
This study is concerned with the surface crack problem in an elastic orthotropic half-plane subjected to sliding contact by a rigid stamp of an arbitrary profile. In this study the effect of sliding contact on the mixed-mode stress intensity factors and contact stresses is investigated. Within the scope of the research, surface crack problem for orthotropic materials is examined. The well-known equations of elasticity for an orthotropic semi-infinite medium are used to formulate the fracture and contact pro...
Optimum design of rigid and semi-rigid steel sway frames including soil-structure interaction
Doğan, Erkan; Saka, M. Polat; Department of Engineering Sciences (2010)
In this study, weight optimization of two dimensional steel frames is carried out in which the flexibility of beam-to-column connections and the soil-structure interaction are considered. In the analysis and design of steel frames, beam-tocolumn connections are assumed to be either fully rigid or perfectly pinned. However, the real behavior of beam-to-column connections is actually between these extremes. Namely, even the simple connections used in practice possess some stiffness falling between these two c...
Finite strip with rigid ends and edge notches
Erözkan, Deniz; Geçit, M. Ruşen; Department of Engineering Sciences (2009)
This study considers a symmetrical finite strip with a length of 2L and a width of 2h containing two collinear edge cracks located at the center of the strip. Each edge crack has a width h–a. Two ends of the finite strip are bonded to two rigid plates through which uniformly distributed axial tensile loads of intensity p0 are applied. The finite strip is assumed to be made of a linearly elastic and isotropic material. For the solution of the finite strip problem, an infinite strip of width 2h containing two...
Citation Formats
M. Akay, “Rijid plastik üretanlar,” ODTÜ Uygulamalı Araştırmalar Dergisi., pp. 61–74, 1977, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/36747.