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Relevant bibliographies by topics / OMRF Braced

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Journal articles

Academic literature on the topic 'OMRF Braced'

Author: Grafiati

Published: 3 June 2025

Last updated: 31 July 2025

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Journal articles on the topic "OMRF Braced"

1

Mukesh, Rai*1 &. Prof. M.C. Paliwal2. "A COMPARATION OF OMRF BRACED & OMRF NON BRACED RC FRAME CONSIDERING EARTHQUAKE LOADING." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 6, no. 10 (2017): 488–503. https://doi.org/10.5281/zenodo.1036362.

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With the advancement in field of high rise construction, various types of frame arrangements have been emerged. Regular bare frame, Irregular plaza frame and Irregular stepped frame being examples of the modern high rise types are advantageous in terms of aesthetic and structural functioning. Seismic evaluation will provide a general idea about the building performance during an earthquake. In this study Ordinary Moment Resisting Frame with bracing and Ordinary Moment Resisting Frame are considering as structural frame and comparison are made for seismic load. The objective of this study is to

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2

Mukesh, Rai*1 &. Prof. M.C. Paliwal2. "A COMPARATION OF OMRF BRACED & SMRF RC FRAME CONSIDERING EARTHQUAKE LOADING." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 6, no. 10 (2017): 587–601. https://doi.org/10.5281/zenodo.1036603.

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Abstract:

With the advancement in field of high rise construction, various types of frame arrangements have been emerged. Regular bare frame, Irregular plaza frame and Irregular stepped frame being examples of the modern high rise types are advantageous in terms of aesthetic and structural functioning. Seismic evaluation will provide a general idea about the building performance during an earthquake. In this study Special Moment Resisting Frame and Ordinary Moment Resisting Frame with bracing are considering as structural frame and comparison are made for seismic load. The objective of this study is to

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3

S. S. MAHINI. "Damage and Seismic Performance Assessment of FRP-Retrofitted Multi-Storey RC Buildings." Electronic Journal of Structural Engineering 14, no. 1 (2015): 49–61. http://dx.doi.org/10.56748/ejse.141891.

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Structures should be designed for a long in-service life at the lowest cost. Performance based design (PBD) can be used for damage and performance assessment of older FRP-retrofitted multi-storey RC moment resisting frames (MRFs). PBD can be performed using nonlinear pushover analysis according to current codes. In this paper, performance of an existing/older RC frame that has been retrofitted with steel-braced by other researchers is assessed in order to evaluate the ability of the FRP-web bonded system to upgrade the performance level and ductility of RC MRFs. Initially, the flexural stiffne

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4

Dongare, Trupti, and Preeti Kulkarni. "Response Reduction Factor for Lateral Load Resisting Frames with Vertical Discontinuity of Asymmetrical Structure." IOP Conference Series: Materials Science and Engineering 1197, no. 1 (2021): 012005. http://dx.doi.org/10.1088/1757-899x/1197/1/012005.

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Abstract In recent times, the RC building construction with vertical discontinuity that is floating column structures are unavoidable feature and increases trends day by day. To reduce lateral forces the earthquake resistance structures are designed so the response reduction factor (R) is used to determine these lateral forces by using base shear values. The R factor depends upon the overstrength factor, ductility factor, redundancy factor also the sizes of columns, types of soil, zones and load transferring path, etc. The IS code provides response reduction factor only for OMRF and SMRF along

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5

Abril-Camino, Andrés, and Daniel Abril-Camino. "Resource optimisation considerations for earthquake-resistant structural design of buildings according to geometric and architectural requirements." IOP Conference Series: Earth and Environmental Science 1326, no. 1 (2024): 012037. http://dx.doi.org/10.1088/1755-1315/1326/1/012037.

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Abstract This document is the result of multiple investigations carried out by the authors, which have been published or are in the process of being published, where the starting point is a structural system in earthquake resistant steel that is lighter in weight: Special Concentrically Brace Frames SCBF, since in other investigations the authors have compared different steel structural systems and has come to the conclusion that SCBF is the lightest, however it maintains seismic resistant characteristics and is even more rigid than other systems without braces such as Special Moment Frames SM

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