Results 251 to 260 of about 711,454 (295)

BRBF response modification factor

Journal of Constructional Steel Research, 2009
Abstract In this paper, overstrength, ductility and response modification factor of Buckling Restrained Braced frames were evaluated. To do so, buildings with various stories and different bracing configuration including diagonal, split X , chevron ( V and Inverted V ) bracings were considered.
Behrouz Asgarian
exaly   +2 more sources

Evaluating response modification factors of TADAS frames

Journal of Constructional Steel Research, 2012
Abstract The current paper tries to evaluate overstrength, ductility and response modification factors in special moment resisting frames with TADAS (triangular-plate added damping and stiffness) devices. For that matter, multi-story buildings were considered during the course of study.
Mussa Mahmoudi
exaly   +2 more sources

Response modification factors of chevron-braced frames

Engineering Structures, 2005
The overstrength, ductility, and the response modification factors of special concentric braced frames (SCBFs) and ordinary concentric braced frames (OCBFs) were evaluated by performing pushover analysis of model structures with various stories and span lengths. The results were compared with those from nonlinear incremental dynamic analyses. According
Jinkoo Kim, Hyunhoon Choi
exaly   +2 more sources

Seismic Response Modification Factor of Eccentrically Brace Steel Frame

open access: yesApplied Mechanics and Materials, 2011
Seismic response modification factor (R) and displacement amplification factor (Cd) are very important parameters to compute seismic force and to verify elasto-plasticity deformation in advanced seismic design. According to the present China Code for Seismic Design of Buildings,15 eccentrically braced steel frames are designed. R & Cd of 15 samples
Yong Kang Shen
openaire   +2 more sources

Evaluating response modification factors of concentrically braced steel frames

Journal of Constructional Steel Research, 2010
Abstract Response modification factor is one of the seismic design parameters to consider nonlinear performance of building structures during strong earthquake. Relying on this, many seismic design codes led to reduce loads. The present paper tries to evaluate the response modification factors of conventional concentric braced frames (CBFs) as well ...
Mussa Mahmoudi
exaly   +2 more sources

Seismic response modification factor for steel slit panel-frames

Engineering Structures, 2019
Abstract In this paper, the overstrength, ductility and response modification factors of moment resistant frame (MRF) with steel vertical slit panel (SSP-MRF) were investigated and determined. For this purpose, buildings with various stories were used.
Hashem Shariatmadar
exaly   +2 more sources

Determination the Response Modification Factors of Buckling Restrained Braced Frames

open access: yesProcedia Engineering, 2013
Response modification factor is one of the seismic design parameters to consider nonlinear performance of building structures during strong earthquake. Relying on this, many seismic design codes led to reduce loads.
Mussa Mahmoudi
exaly   +2 more sources

Seismic Response Modification Factors

Journal of Structural Engineering, 1999
The response modification factor plays a key role in the seismic design of new buildings in the United States. To date, the values assigned to this factor are based on engineering judgment and have little sound technical basis. Any improvement in the reliability of modern earthquake-resistant buildings in the United States will require the systematic ...
Andrew Whittaker   +2 more
openaire   +1 more source

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