Experimental Study on Cyclic Behavior of SFCBs with Different Slenderness Ratios-Reference-Cited by-同舟云学术

Experimental Study on Cyclic Behavior of SFCBs with Different Slenderness Ratios

Published:2021-08 Issue:8 Volume:33 Page:04021204
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Tang Yu¹,Sun Zeyang²,Wu Gang³,Wei Yang⁴

Affiliation:

1. Lecturer, College of Civil Engineering, Nanjing Forestry Univ., Nanjing 210037, China.

2. Associate Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China.

3. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China (corresponding author).

4. Professor, College of Civil Engineering, Nanjing Forestry Univ., Nanjing 210037, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0003831

Reference35 articles.

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2. Inelastic Buckling of Reinforcing Bars

3. Calvi G. M. Priestley and M. Kowalsky. 2007. “Displacement based seismic design of structures.” In Proc. New Zealand Conf. on Earthquake Engineering 740. Princeton: Citeseer.

4. Fiber-Reinforced Polymer Nets for Strengthening Lava Stone Masonries in Historical Buildings

5. PERFORMANCE-BASED SEISMIC RESPONSE OF FRAME STRUCTURES INCLUDING RESIDUAL DEFORMATIONS. PART I: SINGLE-DEGREE OF FREEDOM SYSTEMS

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