Seismic Behavior of Eccentric R/C Beam-Column-Slab Connections under Sequential Loading in Two Principal Directions

2002-01-01

Suggestions

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 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 response of base isolated liquid storage tanks to real and simulated near fault pulse type ground motions
Uçkan, Muhittin Eren; Umut, Onder; Sisman, Fatma Nurten; Karim Zadeh Naghshineh, Shaghayegh; Askan Gündoğan, Ayşegül (2018-09-01)
In this paper, the seismic response of base-isolated liquid storage tanks subjected to real and simulated near-fault ground motions is investigated. It is assumed that the tanks are seismically isolated by single surface Concave Sliding Bearings (CSB) with different isolation periods. For the input data, the recorded and simulated ground motions having pulse type characters and their dominant waveforms are considered.
Seismic behavior of double walls with continuity reinforcement
Binici, Barış; Canbay, Erdem (null; 2015-07-21)
The conventional precast construction has deficiencies especially related to its connections between structural elements. Hence, its use in earthquake zones has been limited. However, the seismic performance of these systems can be improved by a semi-precast system, namely the double wall system. In this structural system, both precast and cast-in-situ concrete elements are utilized during the construction period, i.e. precast concrete shells are benefitted as a formwork to place cast-in-situ concrete. In t...
Citation Formats
B. Burak Bakır, Seismic Behavior of Eccentric R/C Beam-Column-Slab Connections under Sequential Loading in Two Principal Directions. 2002, p. 880.