Experimental Study of Precast Segmental Bridge Box Girders with External Unbonded and Internal Bonded Posttensioning under Monotonic Vertical Loading-Reference-Cited by-同舟云学术

Experimental Study of Precast Segmental Bridge Box Girders with External Unbonded and Internal Bonded Posttensioning under Monotonic Vertical Loading

Author:

Yuan Aimin¹,He Yu²,Dai Hang³,Cheng Leike⁴

Affiliation:

1. Associate Professor, Dept. of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China (corresponding author).

2. Postgraduate Student, Dept. of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China.

3. Professor, Dept. of Civil Engineering, Southeast Univ., Nanjing 210096, China.

4. Assistant Engineer, Anhui Transportation Investment Group Co., 180 Camphor Ave., High-Tech Development Zone, Hefei 230088, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

Reference25 articles.

2. Flexural strength of externally prestressed concrete bridges;Aparicio A. C.;ACI Struct. J.,1996

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