Log in

Relevant bibliographies by topics / Buckling restrained columns

Contents

Journal articles

Academic literature on the topic 'Buckling restrained columns'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Buckling restrained columns.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Buckling restrained columns"

1

Bradford, M. A. "Lateral-distortional buckling of continuously restrained columns." Journal of Constructional Steel Research 42, no. 2 (1997): 121–39. http://dx.doi.org/10.1016/s0143-974x(97)00023-0.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Li, Q. S. "Buckling of elastically restrained non-uniform columns." Engineering Structures 22, no. 10 (2000): 1231–43. http://dx.doi.org/10.1016/s0141-0296(99)00079-6.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

Cai, Jianguo, and Jian Feng. "Thermal buckling of rotationally restrained steel columns." Journal of Constructional Steel Research 66, no. 6 (2010): 835–41. http://dx.doi.org/10.1016/j.jcsr.2010.01.010.

Full text

APA, Harvard, Vancouver, ISO, and other styles

4

Cai, JianGuo, YiXiang Xu, Jian Feng, and Jin Zhang. "Buckling and post-buckling of rotationally restrained columns with imperfections." Science China Physics, Mechanics and Astronomy 55, no. 8 (2012): 1519–22. http://dx.doi.org/10.1007/s11433-012-4811-9.

Full text

APA, Harvard, Vancouver, ISO, and other styles

5

Nethercot, David A., Patrick A. Kirby, and Abdussalam M. Rifai. "Columns in partially restrained construction: analytical studies." Canadian Journal of Civil Engineering 14, no. 4 (1987): 485–97. http://dx.doi.org/10.1139/l87-073.

Full text

Abstract:

The American Institute of Steel Construction Proposed Load and Resistance Factor Design Specification recognizes the ability of connections that function as less than fully rigid to transmit limited moments and to provide some measure of end restraint to columns in its definition of partially restrained (PR) construction. An analytical procedure for determining the response up to collapse of subassemblages in which semirigid beam-to-column connections are present is derived. This employs a nonlinear finite element column analysis together with analytical representation of experimentally determ

APA, Harvard, Vancouver, ISO, and other styles

6

Zaruma, Santiago R., and Larry A. Fahnestock. "Seismic Stability of Buckling-Restrained Braced Frames." Key Engineering Materials 763 (February 2018): 924–31. http://dx.doi.org/10.4028/www.scientific.net/kem.763.924.

Full text

Abstract:

Buckling Restrained Braced Frames (BRBFs) are widely used as seismic force resisting systems due to their ductility and energy dissipation. However, because of the modest overstrength and relatively low post-yielding stiffness, BRBFs subjected to seismic loading may be susceptible to concentrations of story drift and global instability triggered by P-∆ effects. Due to the use of simplistic methods that are based on elastic stability, current code design provisions do not address seismic stability rigorously and do not consider the particular inelastic response of a system. Design strategies ar

APA, Harvard, Vancouver, ISO, and other styles

7

HOZJAN, TOMAŽ, IGOR PLANINC, MIRAN SAJE, and STANISLAV SRPČIČ. "BUCKLING OF AN AXIALLY RESTRAINED STEEL COLUMN UNDER FIRE LOADING." International Journal of Structural Stability and Dynamics 11, no. 03 (2011): 451–72. http://dx.doi.org/10.1142/s0219455411004245.

Full text

Abstract:

Analytical procedure, based on the linearized stability analysis, is presented for the determination of the buckling load and the buckling temperature of a straight, geometrically perfect, axially loaded steel column subjected to an increasing temperature simulating fire conditions. The nonlinear kinematical equations and the nonlinearity of material are considered. The stress–strain relation for steel at the elevated temperature and the rules for reduction of material parameters due to increased temperature are taken from European standard EC 3. Theoretical findings are applied in the paramet

APA, Harvard, Vancouver, ISO, and other styles

8

Cristutiu, Ionel Mircea, and Adrian Ioan Dogariu. "Local and Global Stability of I Steel Members with Tapered Web via Advanced Nonlinear Analysis." Advanced Materials Research 710 (June 2013): 372–75. http://dx.doi.org/10.4028/www.scientific.net/amr.710.372.

Full text

Abstract:

Steel structural elements with variable cross section, made of welded plates, are largely used in the construction industry for both beams and columns in accordance with the stress and stiffness demand in the structure. These types of elements are mainly used for the design of singles storey frames with pitched roof rafters and pinned column base. Although they are partially restrained against out of plane buckling by side-rails and roof purlins cooperating with sheeting, in current design practice it is quite difficult to evaluate their influence. Present paper deals with nonlinear elastic-pl

APA, Harvard, Vancouver, ISO, and other styles

9

Damodaran Chitra, Mitra, and Bindhu Kochunarayana Rugmini. "Influence of Buckling Restrained Reinforcement on Behavior of Columns." Practice Periodical on Structural Design and Construction 25, no. 4 (2020): 04020034. http://dx.doi.org/10.1061/(asce)sc.1943-5576.0000520.

Full text

APA, Harvard, Vancouver, ISO, and other styles

10

Corona, Edmundo. "Buckling Mode Localization in Restrained Columns Under Cyclic Loading." Journal of Applied Mechanics 72, no. 4 (2004): 620–22. http://dx.doi.org/10.1115/1.1938203.

Full text

Abstract:

The buckling mode localization of a multiply supported column subjected to fully reversed, displacement-controlled cyclic loading is studied numerically. The results show that localization can take place and lead to limit loads similar to those reported in other structural members in the literature. Analysis of the results reveals the mechanisms by which localization takes place.

APA, Harvard, Vancouver, ISO, and other styles

More sources

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!