Seismic behavior of gravity type type guuaywalls.

Date

1977

Author

Vural, H. Hikmet

Metadata

Show full item record

Item Usage Stats

71
views

0
downloads

URI

https://hdl.handle.net/11511/4682

Collections

Graduate School of Natural and Applied Sciences, Thesis

Suggestions

OpenMETU
Core

Seismic behavior of semi-precast concrete shear walls Karimi Zindashti, Golnesa; Binici, Barış; Department of Civil Engineering (2016) Successful performance of well-designed and constructed precast concrete elements in earthquake resistant structures, has led to widespread use of these kind of elements all around the world. Fast construction, high quality of precast concrete units and high durability are just a few advantages of these elements to be favored over cast-in-situ structures by engineers, and thus to cause seeking the ways to minimize their disadvantages. The main disadvantage of precast concrete elements in construction is the...
Seismic behavior of semi-precast concrete shear walls Golnesa Karimi, Zindashti; Binici, Barış; Canbay, Erdem (null; 2017-10-11) Successful seismic performance of well-designed and constructed precast concrete members is crucial for sustainable, economical and high speed construction. The main disadvantage of precast concrete is the difficulty of detailing the connection region between the vertical and horizontal load bearing elements to ensure structural integrity. Double wall system, being a semi-precast approach, consists of two precast reinforced concrete layers encasing a cast-in-place concrete layer which is usually employed to...
Seismic behavior of eccentric R/C beam-column-slab connections under sequential loading in two principal directions Burak Bakır, Burcu (2002-01-01) The performance of beam-to-column connections subjected to reversed cyclic loading depends on several variables. In this investigation, the effects of eccentric spandrel beams, wide normal beams, column section aspect ratio, loading in two principal directions, and slab participation on the inelastic behavior of beam-to-column connections are studied. The experimental program features three 3/4-scale exterior reinforced concrete beam-column-slab subassemblies. The major design variables for the specimens ar...
Seismic Behavior of Eccentric R/C Beam-Column-Slab Connections under Sequential Loading in Two Principal Directions Burak Bakır, Burcu ( American Concrete Institute, 2002-01-01)
Seismic response of hemispherical shells under water. Sicimoğlu, Rasit; Department of Civil Engineering (1973)

Citation Formats

H. H. Vural, “Seismic behavior of gravity type type guuaywalls.,” Middle East Technical University, 1977.