Prediction of Hysteretic Energy Demands in Steel Frames Using Vector-Valued IMs

Steel and Composite Structures - South Korea
doi 10.12989/scs.2015.19.3.697
Full Text
Abstract

Available in full text

Date
Authors
Publisher

Techno-Press

Related search

Critical Assessment of Estimation Procedures for Floor Acceleration Demands in Steel Moment-Resisting Frames

Frontiers in Built Environment
BuildingDevelopmentUrban StudiesPlanningConstructionGeography
2019English

Transitivity in Spaces of Vector-Valued Functions

Proceedings of the Edinburgh Mathematical Society
Mathematics
2010English

Smooth Hysteretic Model of H‐shaped Steel Beams

ce/papers
2019English

Damage-Control Evaluation of High-Strength Steel Frames With Energy Dissipation Bays

Proceedings of the Institution of Civil Engineers: Structures and Buildings
BuildingCivilConstructionStructural Engineering
2017English

Energy Dissipation Mechanism and Maximum Response Displacement Prediction of Steel Frames With Yielding Base Plates in Uplift Motion for Seismic Response Reduction

Journal of Structural and Construction Engineering
BuildingConstructionArchitecture
2004English

Continuously Translating Vector-Valued Measures

Transactions of the American Mathematical Society
MathematicsApplied Mathematics
1980English

Vector-Valued Maass-Poincaré Series

Proceedings of the American Mathematical Society
MathematicsApplied Mathematics
2007English

Group Algebras of Vector-Valued Functions

Pacific Journal of Mathematics
Mathematics
1968English

Approximation Properties of Vector Valued Functions

Pacific Journal of Mathematics
Mathematics
1974English

Amanote Research

Note-taking for researchers

Follow Amanote

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

Privacy PolicyRefund Policy