Results 61 to 70 of about 442 (179)
Earthquake Spectra, Volume 42, Issue 1, February 2026.In this study, the inelastic shear amplification and seismic performance of reinforced concrete shear walls (RCSWs) in western North America, designed according to Canadian seismic codes, were evaluated using nonlinear time history analyses (NLTHAs) and performance‐based design guidelines.
Mehrdad Aftabiazar, Patrick Paultre
wiley +1 more source
Plastic Behavior and Design Methodology for Curved Members in Seismic Applications
JAPAN ARCHITECTURAL REVIEW, Volume 9, Issue 1, January–December 2026.This study investigated the plastic behavior of curved members through static analysis and extensive parametric studies, focusing on initial elastic stiffness, plastic strength, slenderness effects, and section compactness. Estimation equations were developed and validated, contributing to the development of a connection design methodology that ...
Kun‐Sian Lin +2 more
wiley +1 more source
Discover Civil EngineeringThis study presents a numerical comparison of replaceable shear link beams made of two grades of stainless-steel duplex S2205 and austenitic S31608, to that of conventional cast steel (G20Mn5QT) under cyclic seismic loading. 3D finite element models were
Musfick Alam +2 more
doaj +1 more source
Advances in Civil Engineering, Volume 2026, Issue 1, 2026.Performance‐based design (PBD) is widely seen as a superior alternative to force‐based design (FBD), yet no standard procedure exists for its implementation. In contrast, performance‐based plastic design (PBPD) has emerged as a theoretically robust and user‐friendly design method.
Reza ShokriSoltanabadi +4 more
wiley +1 more source
The influence of the axial restraint on the overstrength of short links
, 2021 Eccentrically braced frames (EBFs) constitute a good structural solution located between Moment Resisting Frames (MRFs) and Concentrically Braced Frames (CBFs) because they exhibit an adequate lateral stiffness joined with a high ductility capacity ...
Piluso V. +3 more
core +1 more source
Advances in Civil Engineering, Volume 2026, Issue 1, 2026.This study addresses a critical gap in seismic design codes by evaluating the nonlinear performance of multi‐tiered eccentrically braced frames (MT‐EBFs) and offering practical recommendations for future provisions. MT‐EBFs, an advanced variation of conventional EBFs, incorporate multiple tiers of links and braces within a single story, making them ...
Mohammad Rezaee +2 more
wiley +1 more source
, 2023 For the seismic design of timber buildings, force-based design is predominant. Therefore, the behaviour factor q is of great importance in determining the action.
Kramer, Lukas
core +1 more source
Journal of Chemistry, Volume 2026, Issue 1, 2026.The development of efficient and scalable catalysts for polyether amine (PEA) synthesis via reductive amination remains an enduring industrial challenge. In this study, bimetallic NiCu alloys supported on amorphous alumina were rationally designed for the amination of low‐molecular‐weight polyether (PPG‐230).
Hongyan Yu +9 more
wiley +1 more source
Overstrength in timber engineering
This review paper explores the concepts of overstrength and ductility as fundamental components of capacity- based design with a focus on timber engineering. It addresses the necessity of implementing overstrength and capacity-based design principles for
Azinović, Boris, Brandner, Reinhard
core +1 more source
A SHORT ANALYSIS OF THE OVERSTRENGTH FACTOR, ̃, ADDRESSING SOIL-STRUCTURE INTERACTION EFFECTS
Proceedings of International Structural Engineering and ConstructionCurrently, some design requirement documents, such as ASCE-7 Standard, still rely on design criteria based on the determination of forces to establish demands to provide adequate structural stiffness and strength. Acknowledging from past seismic events that structures can actually withstand forces of a greater magnitude than that for which they were ...
Juan S. Baquero-Mosquera +1 more
openaire +1 more source