Results 51 to 60 of about 611 (135)

Plastic Behavior and Design Methodology for Curved Members in Seismic Applications

open access: yesJAPAN 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

Preliminary numerical analysis of the seismic response of steel frames with masonry infills retrofitted by buckling-restrained braces [PDF]

open access: yes, 2021
Existing steel moment-resisting frames in several seismic regions worldwide are often characterised by high vulnerability to earthquakes due to insufficient local and/or global ductility.
Bousias, S   +5 more
core  

Correlation Between Structural Properties and Room Damage Severity in Low‐ To Mid‐Rise Healthcare Facilities

open access: yesJAPAN ARCHITECTURAL REVIEW, Volume 9, Issue 1, January–December 2026.
ABSTRACT A room damage ranking flow was developed based on shake table test results to support the seismic design of medical facilities with improved functional continuity. The proposed system, consisting of four classification levels determined through consultations with medical personnel, assesses post‐earthquake medical serviceability using floor ...
Akazawa Motoki   +3 more
wiley   +1 more source

Oroxylum indicum (L.) Bark Ameliorates Anxiety and Depression: Evidence From Experimental and Computational Studies

open access: yesFood Science &Nutrition, Volume 14, Issue 1, January 2026.
The study evaluated the antioxidant and neuropharmacological effects of Oroxylum indicum bark (MOIB), identifying 20 phytochemicals through GC–MS analysis. MOIB exhibited anxiolytic, sedative, and antidepressant effects in various behavioral tests, with two compounds (CID 550198 and CID 10393) showing strong binding affinities to targeted receptors and
Md. Aktaruzzaman   +12 more
wiley   +1 more source

Doctor of Philosophy [PDF]

open access: yes, 2016
dissertationBuckling-restrained braces (BRBs) are widely used in new and existing buildings to enhance their performance during large earthquakes.
Xu, Wenjing
core  

Dynamic response of existing steel frames with masonry infills under multiple earthquakes [PDF]

open access: yes, 2020
Existing steel moment-resisting frames in several seismic regions worldwide are often characterised by high vulnerability to earthquakes due to insufficient local and/or global ductility.
Bousias, S   +7 more
core  

Experimental Validation of the Structural Fuse Concept [PDF]

open access: yes, 2008
Seismic design relies on inelastic deformations through hysteretic behavior. However, this translates into damage on structural elements, permanent system deformations following an earthquake, and possibly high cost for repairs.
Bruneau, Michel, Vargas, Ramiro
core  

Metamodeling choices for seismic vulnerability assessment of BRB-retrofitted low-ductility RC frames [PDF]

open access: yes, 2021
Damage incurred in low-ductility reinforced concrete (RC) buildings during recent earthquakes continues to underline their structural vulnerability under seismic shaking.
Freddi, F, Ghosh, J
core  

Direct Displacement-based Seismic Design of Glulam Frames with Buckling Restrained Braces [PDF]

open access: yes, 2022
This paper presents a direct displacement-based design (DDBD) approach for the buckling restrained braces (BRBs) braced glue-laminated timber (glulam) frame (BRBGF) structures.
Chang, Theodore   +5 more
core  

Effect of Pre-tensioning Force on Behavior of Buckling Restrained Brace (BRB) Supported by Double Pre-tensioning System [PDF]

open access: yes, 2023
The study explores the feasibility of a new all-steel buckling restrained brace (BRB) with the double pre-tensioning system as an alternative to conventional concentrically braced frames by using finite element method (ABAQUS program), And to verify ...
E. Kamel, Muhammad   +3 more
core   +1 more source

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