The effect of RBS connection on energy absorption in tall buildings with braced tube frame system

M Shariati, M Ghorbani, M Naghipour… - Steel and Composite …, 2020 - dbpia.co.kr
The braced tube frame system, a combination of perimeter frame and bracing frame, is one
of the systems used in tall buildings. Due to the implementation of this system in tall …

Connection overstrength in steel-braced RC frames

MR Maheri, H Ghaffarzadeh - Engineering Structures, 2008 - Elsevier
Steel bracing systems can be used effectively for seismic retrofitting of existing RC buildings
as well as for seismic design of new buildings. Although adaptation of bracing to upgrade …

Application of slit link beam in eccentrically braced frames

SS Askariani, S Garivani, AA Aghakouchak - Journal of Constructional …, 2020 - Elsevier
Slit dampers are a specific type of metallic yielding dampers, for which many studies have
been conducted in recent years, to investigate their behavior and possible applications in …

[PDF][PDF] Response modification factor of dual moment-resistant frame with buckling restrained brace (BRB)

G Abdollahzadeh, M Banihashemi, S Elkaee… - Steel and Composite …, 2013 - academia.edu
In this paper, overstrength, ductility and response modification factor of buckling restrained
braced frames (BRBF) dual system were evaluated. To do so, building with various stories …

Seismic assessment of braced RC frames

A Kadid, D Yahiaoui - Procedia Engineering, 2011 - Elsevier
Recent earthquakes in Turkey (1999), Taiwan (1999) and Algeria (2003) demonstrated the
catastrophic impact of such power upon urban cities. A great number of existing buildings in …

Seismic behaviour of different bracing systems in high rise 2-D steel buildings

DM Patil, KK Sangle - Structures, 2015 - Elsevier
This study aimed to compare the seismic behaviour of different bracing systems in high rise
2-D steel buildings. Nonlinear static pushover analyses were carried out to assess the …

Behaviour of frames with non-buckling bracings under earthquake loading

GR Kumar, SRS Kumar, V Kalyanaraman - Journal of constructional steel …, 2007 - Elsevier
The energy dissipation capacity of conventional concentric braced frames in multi-storeyed
buildings degrades drastically under earthquake loading, due to buckling of bracings under …

The development of the buckling restrained braces with new end restrains

R Ozcelik, Y Dikiciasik, EF Erdil - Journal of Constructional Steel Research, 2017 - Elsevier
This paper presents an experimental investigation of buckling restrained braces (BRBs) with
new end restraints and casing members (CMs). The component tests for ten BRBs with CMs …

Experimental tests on full‐scale RC unretrofitted frame and retrofitted with buckling‐restrained braces

L Di Sarno, G Manfredi - Earthquake Engineering & Structural …, 2012 - Wiley Online Library
The results of experimental tests carried out on reinforced concrete (RC) full‐scale 2‐storey
2‐bays framed buildings are presented. The unretrofitted frame was designed for gravity …

Seismic behaviour factor, R, for steel X-braced and knee-braced RC buildings

MR Maheri, R Akbari - Engineering structures, 2003 - Elsevier
The seismic behaviour factor (R) is evaluated for steel X-braced and knee-braced RC
buildings. The R factor components including ductility reduction factor and overstrength …