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Hydrogen-Dislocation Interactions at Cryogenic Temperatures: Serrated Yielding and Embrittlement Resistance in High-Strength Austenitic Alloys. [PDF]
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Factors Affecting the Ductility of Cold-Sprayed Copper Coatings
Journal of Thermal Spray Technology, 2020In order to provide a basis for future optimization and control of the cold spray process, we experimentally studied the impact of various factors on the ductility (% elongation) of copper coatings. For the current application, cold-sprayed copper is employed as a corrosion barrier on carbon steel, while in addition to this, sufficient ductility is ...
Guerreiro, Bruno +5 more
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Seismic force modification factor for ductile structures
Journal of Zhejiang University-SCIENCE A, 2005The earthquake forces used in design codes of buildings should be theoretical determinable. This work examines the seismic force modification factorR based on elastic-plastic time-history earthquake analysis of SDOF systems, wherein the hysteresis models are elastic-perfectly-plastic (EPP), elastic-linearly-hardening (ELH), shear-slipped and bilinear ...
Gen-shu Tong, Huang Jin-qiao
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Ductility reduction factor for zipper-braced frames
European Journal of Environmental and Civil Engineering, 2016Current seismic provisions allow structures to experience inelastic deformation as a means of energy dissipation during severe earthquakes.
J. Vaseghi Amiri +2 more
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Ductility and ductility reduction factor for MDOF systems
Structural Engineering and Mechanics, 2002Ductility capacity is comprehensively studied for steel moment-resisting frames. Local, story and global ductility are being considered. An appropriate measure of global ductility is suggested. A time domain nonlinear seismic response algorithm is used to evaluate several definitions of ductility.
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DUCTILITY REDUCTION FACTOR OF MDOF SHEAR-BUILDING STRUCTURES
Journal of Earthquake Engineering, 2001In this paper, the results of recent studies on inelastic seismic response of MDOF shear-building structures are presented. In the last few decades, the concept of response modification factor R has been introduced and developed to account for inelastic nonlinear behaviour of structures under earthquakes.
H. MOGHADDAM, R. K. MOHAMMADI
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Ductility reduction factors for earthquake design
Engineering Structures, 1980Abstract This paper shows how, given a fixed set of design limitations, proper use of ductility values for different classes of structures enables an economic design to be developed for earthquake loadings.
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