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The RNA methylation modification as an immunometabolic regulatory hub in pancreatic cancer: from mechanistic insights to clinical translation perspectives. [PDF]
Zhu Y +9 more
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BRBF response modification factor
Journal of Constructional Steel Research, 2009Abstract 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, 2012Abstract 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
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Response modification factors of chevron-braced frames
Engineering Structures, 2005The 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
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Seismic Response Modification Factor of Eccentrically Brace Steel Frame
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
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Evaluating response modification factors of concentrically braced steel frames
Journal of Constructional Steel Research, 2010Abstract 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
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Seismic response modification factor for steel slit panel-frames
Engineering Structures, 2019Abstract 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
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Determination the Response Modification Factors of Buckling Restrained Braced Frames
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, 1999The 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
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