Inter shear transfer of unbonded prestressing precast segmental bridge column dry joints

Author:

Bu Zhan-Yu,Wu Wei-Ye

Funder

National Natural Science Foundation of China

Zhejiang Provincial Public Welfare Technology Research Industrial Project

Transportation Science and Technology Project of Ningbo City

Natural Science Foundation of Ningbo City

Fund of State Key Laboratory of Bridge Engineering Structural Dynamics

Key Laboratory of Bridge Earthquake Resistance Technology, Ministry of Communications, PRC

K.C. Wong Magna Fund in Ningbo University

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference24 articles.

1. AASHTO. 2003 Interim Revisions to the Guide Specifications for the Design and Construction of Segmental Concrete Bridges, Second Edition (1999). American Association of State Highway and Transportation Officials, Washington, DC; 2003.

2. AASHTO. AASHTO LRFD Bridge Design Specifications, Customry U.S. Units (2012). American Association of State Highway and Transportation Officials, Washington, DC; 2012.

3. Alcalde M, Cifuentes H, Medina F. Shear strength of dry keyed joints and comparison with different formulations. In: VIII international conference on fracture mechanics of concrete and concrete structures; 2013. p. 1–7.

4. Anagnostopoulou M, Filiatrault A, Aref A. Seismic design and analysis of a precast segmental concrete bridge model. Technical Rep. MCEER-11-0002, Univ. at Buffalo, State Univ. of New York; 2011.

5. ATEP. Design and construction of bridges and structures with external prestressing. Madrid; 1996 [in Spanish].

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