Simplified Hysteretic Finite-Element Model for Wood and Viscoelastic Polymer Connections for the Dynamic Analysis of Shear Walls-Reference-Cited by-同舟云学术

Simplified Hysteretic Finite-Element Model for Wood and Viscoelastic Polymer Connections for the Dynamic Analysis of Shear Walls

Published:2008-01 Issue:1 Volume:134 Page:77-86
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Blasetti A. S.¹²³,Hoffman R. M.¹²³,Dinehart D. W.¹²³

Affiliation:

1. Structural Engineer, Thornton Tomasetti, Newark, NJ 07102; formerly, Research Assistant, Villanova Univ.

2. Senior Application Engineer, ABAQUS, West Chester, OH 45069; formerly, Assistant Professor, Mechanical Engineering Dept., Villanova Univ.

3. Associate Professor, Civil and Environmental Engineering Dept., Villanova Univ., Villanova, PA 19085.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282008%29134%3A1%2877%29

Reference23 articles.

1. Cobeen K. E. (1999). “Wood analysis needs for engineered and prescriptive design.” Proc. Invitational Workshop on Seismic Testing Analysis and Design of Woodframe Construction F. Seible A. Filiatrault and C. Uang eds.

2. Comparison of Static and Dynamic Response of Timber Shear Walls

3. Model for Dynamic Analysis of Wood Frame Shear Walls

4. Structural Analysis Model for Static Loads on Timber Shear Walls

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