Seismic Analysis of Hybrid Steel Moment Frame CLT Shear Walls Structures-Reference-Cited by-同舟云学术

Seismic Analysis of Hybrid Steel Moment Frame CLT Shear Walls Structures

Published:2021-10 Issue:5 Volume:35 Page:04021059
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Khajehpour Mehdi¹,Pan Yuxin²^ORCID,Tannert Thomas³

Affiliation:

1. M.Sc. Graduate, Wood Engineering, Univ. of Northern British Columbia, 3333 University Way, Prince George, BC, Canada V2N 4Z9.

2. Postdoctoral Research Fellow, School of Engineering, Univ. of Northern British Columbia, 3333 University Way, Prince George, BC, Canada V2N 4Z9 (corresponding author). ORCID: .

3. Professor, School of Engineering, Univ. of Northern British Columbia, 3333 University Way, Prince George, BC, Canada V2N 4Z9.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001633

Reference42 articles.

1. Bathon L. O. Bletz-Mühldorfer J. Schmidt and F. Diehl. 2014a. “Fatigue design of adhesive connections using perforated steel plates.” In Proc. World Conf. on Timber Engineering. Red Hook NY: Curran Associates.

2. Bathon L. O. Bletz-Mühldorfer J. Schmidt and F. Diehl. 2014b. “Fatigue performance of adhesive connections for wooden wind towers.” In Proc. Materials and Joints in Timber Structures 375–380. Dordrecht Netherlands: Springer.

3. Direct Displacement-Based Design of a Novel Hybrid Structure: Steel Moment-Resisting Frames with Cross-Laminated Timber Infill Walls

4. Cross laminated timber (CLT) diaphragms under shear: Test configuration, properties and design

5. Cross laminated timber (CLT): overview and development

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