Concrete resistance against flow of high velocity under subatmospheric pressure.

Date

1969

Author

Cömert, Ertuğrul

Metadata

Show full item record

Item Usage Stats

URI

https://hdl.handle.net/11511/5081

Collections

Suggestions

Concrete resistance to high velocities and underpressure. Örüklü, Tuncer; Department of Civil Engineering (1966)
Plastic rotation capacity of RC columns under biaxial seismic demands Özcan, Okan; Binici, Barış (2023-03-01) Seismic performance of reinforced concrete (RC) columns should be evaluated considering biaxial demands for a more realistic assessment. However, most of the current seismic assessment regulations stipulate rotation capacity estimations considering only uniaxial bending test database. The effect of seismic demands in one direction may have a detrimental effect in the deformation capacity of the other direction. In the past studies, the influence of biaxial loading patterns/paths/histories, axial load level,...
Cement stabilization of consolidated tuff. Ersoy, Gürkan; Department of Civil Engineering (1971)
Concrete construction under different climatic conditions and factors affecting the cost estimate Lababidi, Jamal; Birgönül, Mustafa Talat; Department of Civil Engineering (1988)
Concrete class effect on seismic behavior of multi-storey buildings Tanali, Kaan; Yeğinobalı, Asım; Polat, Uğur; Department of Civil Engineering (1996)

Citation Formats

E. Cömert, “Concrete resistance against flow of high velocity under subatmospheric pressure.,” Middle East Technical University, 1969.