Optimal Arrangement of Energy-Dissipating Members for Seismic Retrofitting of Truss Structures

American Journal of Engineering and Applied Sciences - United States
doi 10.3844/ajeassp.2015.455.464
Full Text
Abstract

Available in full text

Date
Authors
Publisher

Science Publications

Related search

Cumulative Seismic Energy Dissipation Capacity of Truss Tower Structures

AIJ Journal of Technology and Design
BuildingConstructionArchitecture
2008English

General Perspectives on Seismic Retrofitting of Historical Masonry Structures

2017English

Rational Seismic Retrofitting of Rc Structures Based on Genetic Algorithms

2017English

Evaluation of Behavior and Seismic Retrofitting of RC Structures by Concrete Jacket

Asian Journal of Applied Sciences
Multidisciplinary
2011English

Testing Requirements of Hysteretic Energy Dissipating Devices According to Italian Seismic Code

2019English

Simultaneous Analysis and Optimal Design of Truss Structures via Displacement Method

Scientia Iranica
2019English

Research on Base Isolation for Seismic Retrofitting of Adjacent Structures Connected With a Large Floor

Open Civil Engineering Journal
CivilStructural Engineering
2017English

Review and Assess the Optimal Arrangement of Viscous Dampers in Order to Reduce the Seismic Response of Tall Reinforced Concrete Structures

TURKISH ONLINE JOURNAL OF DESIGN, ART AND COMMUNICATION
2016English

Optimal Earthquake-Resistant Design of Truss Structures Considering Configuration, Material and Sizing Variables.

Doboku Gakkai Ronbunshu
1997English

Amanote Research

Note-taking for researchers

Follow Amanote

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

Privacy PolicyRefund Policy