Short-Term Flexural Behavior of Prestressed Glulam Beams Reinforced with Curved Tendons-Reference-Cited by-同舟云学术

Short-Term Flexural Behavior of Prestressed Glulam Beams Reinforced with Curved Tendons

Published:2020-06 Issue:6 Volume:146 Page:04020086
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Zhang Jin¹^ORCID,Shen Hao²,Qiu Ronggen³,Xu Qingfeng⁴^ORCID,Gao Sen⁵

Affiliation:

1. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast Univ., Nanjing 211189, China (corresponding author). ORCID: .

2. Assistant Engineer, East China Architectural Design & Research Institute Co., Ltd., 151 Hankou Rd., Shanghai 200002, China.

3. Engineer, Nanjing Dong-Da Modern Prestressed Engineering Co., Ltd., 136 North Taiping Rd., Nanjing 210048, China.

4. Professor Level Senior Engineer, Shanghai Key Laboratory of Engineering Structure Safety, Shanghai Research Institute of Building Sciences Co. Ltd., 75 South Wanping Rd., Shanghai 200032, China. ORCID:

5. Assistant Engineer, State Grid Yangzhou Power Supply Company, 179 Weiyang Rd., Yangzhou 225000, China.

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%29ST.1943-541X.0002625

Reference28 articles.

1. Bazan I. M. M. 1980. “Ultimate bending strength of timber beams.” Ph.D. dissertation Dept. of Civil Engineering Technical Univ. of Nova Scotia.

2. Prestressing wood members;Bohannan B.;For. Prod. J.,1962

3. A method for flexural reinforcement of old wood beams with CFRP materials

4. Brunner M. 2000. “On the plastic design of timber beams with a complex cross-section.” In Proc. World Conf. on Timber Engineering (WCTE). Whistler Resort BC Canada: Univ. of British Columbia.

5. Bending Strength of Lumber

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