Proposal of Design Equation for Ductility Capacity of Seismic Retrofitting Method With Continuous Fiber Rope for Rc Piers

Journal of Japan Society of Civil Engineers, Ser. E2 (Materials and Concrete Structures)
doi 10.2208/jscejmcs.73.306
Full Text
Abstract

Available in full text

Date
Authors
Publisher

Japan Society of Civil Engineers

Related search

Limited-Ductile Seismic Design and Performance Assessment Method of RC Bridge Piers Based on Displacement Ductility

Journal of the Korea Concrete Institute
BuildingMechanics of MaterialsMaterials ScienceCivilStructural EngineeringConstruction
2007English

Design Method for RC Beam Retrofitting Using Global Energy Balance

2015English

Experimental Study to Increase the Ductility of the RC Piers.

Doboku Gakkai Ronbunshu
1997English

Capacity Models for Shear-Critical Rc Bridge Piers With Hollow Cross-Section

2017English

Applicability on Dynamicc Verification Method for Seismic Design of Steel Bridge Piers.

Doboku Gakkai Ronbunshu
2002English

Study on Graphical Method of Seismic Diagnosis of Rc Structures With Frames of Various Ductility Groups

AIJ Journal of Technology and Design
BuildingConstructionArchitecture
1998English

Development of Seismic Retrofitting Method of Rc Columns With Thin Steel Sheets Glued Around and Heaped

Doboku Gakkai Ronbunshuu F
2006English

Ultra-High-Performance Fiber-Reinforced Concrete Jacket for the Repair and the Seismic Retrofitting of Italian and Chinese Rc Bridges

2017English

Seismic Behaviour of Poorly Detailed Rc Bridge Piers With Hollow Cross-Section

2017English

Amanote Research

Note-taking for researchers

Follow Amanote

© 2024 Amaplex Software S.P.R.L. All rights reserved.

Privacy PolicyRefund Policy