Damage Distribution Law of Weak-Beam Type Multi-Story Frames Accompanied by Yielding of Columns

Journal of Structural and Construction Engineering - Japan
doi 10.3130/aijs.73.1289
Full Text
Abstract

Available in full text

Date
Authors
Publisher

Architectural Institute of Japan

Related search

Damage Distribution Law of Shear-Type Multi-Story Structures Under Earthquakes

Transactions of the Architectural Institute of Japan
1978English

A STUDY ON THE PLASTIC DESIGN OF BRACED MULTI-STORY STEEL FRAMES : Part 4. On the Seismic Design Load Factor of Strong Column-Weak Beam Braced Frames

Transactions of the Architectural Institute of Japan
1979English

Progressive Collapse of Multi-Story Steel Frames

Journal of Structural and Construction Engineering
BuildingConstructionArchitecture
2010English

The Optimum Strength Distribution and the Damage Distribution in Multi-Story Structures Influenced by Torsion

Journal of Structural and Construction Engineering
BuildingConstructionArchitecture
1999English

Study on Literature Review of Strong Column Weak Beam Behavior of Frames

International Journal for Research in Applied Science and Engineering Technology
2018English

Shaking Table Test on Earthquake Response Behavior of 2-Story Frames Composed of H-Shaped Steel Beam and Column With Yielding Joint Panel Zone

Journal of Structural and Construction Engineering
BuildingConstructionArchitecture
2004English

Sway Effects in Unbraced Multi-Story Steel Frames, by M. M. Singhal.

English

Elasto-Plastic Creep Thermal Deformation Behavior of Multi-Story Steel Frames Designed by the Plastic Method

Fire Safety Science
1989English

Numerical Analysis of Collapsing Behavior for Multi-Story Steel Moment Frames Considering Strength Degradation by Local Buckling

Journal of Structural and Construction Engineering
BuildingConstructionArchitecture
2013English

Amanote Research

Note-taking for researchers

Follow Amanote

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

Privacy PolicyRefund Policy