SEISMIC RESPONSE OF SACRIFICIAL SHEAR KEYS IN BRIDGE ABUTMENTS.
暂无分享,去创建一个
[1] Zenon A. Zielinski,et al. Tests on Shear Capacity of Reinforced Concrete , 1995 .
[2] J. Watkins,et al. A finite element study of the short beam test specimen under mode II loading , 1985 .
[3] F. Kong,et al. WEB REINFORCEMENT EFFECTS ON DEEP BEAMS , 1970 .
[4] Alan H. Mattock,et al. The Behavior of Reinforced Concrete Corbels , 1976 .
[5] V. Ramakrishnan,et al. Ultimate Strength of Deep Beams in Shear , 1968 .
[6] R. Manuel,et al. DEEP BEAM BEHAVIOR AFFECTED BY LENGTH AND SHEAR SPAN VARIATIONS , 1971 .
[7] Andrzej Cholewicki. Loadbearing capacity and deformability of vertical joints in structural walls of large panel buildings , 1971 .
[8] Neil M. Hawkins,et al. SHEAR TRANSFER IN REINFORCED CONCRETE-RECENT RESEARCH , 1972 .
[9] K. N. Smith,et al. Shear Strength of Deep Beams , 1982 .
[10] Thore Hagberg,et al. Design of Concrete Brackets: On the Application of the Truss Analogy , 1983 .
[11] C. P. Siess,et al. Strength and Behavior of Deep Beams in Shear , 1965 .
[12] James G. MacGregor,et al. Design Of Reinforced Concrete Deep Beams , 1986 .
[13] Jorg Schlaich,et al. Design and detailing of structural concrete using strut-and-tie models , 1991 .
[14] L. B. Kriz,et al. Connections in Precast Concrete Structures—Strength of Corbels , 1965 .
[15] Jerome J. Connor,et al. Fracture Mechanics Approach for Failure of Concrete Shear Key. I: Theory , 1993 .
[16] Jerome J. Connor,et al. Fracture Mechanics Approach for Failure of Concrete Shear Key. II: Verification , 1993 .
[17] Thomas T. C. Hsu,et al. FORMULA FOR THE SHEAR STRENGTH OF DEEP BEAMS , 1989 .
[18] K. Kawashima,et al. Seismic design and retrofit of bridges , 2000 .
[19] J Schlaich,et al. TOWARD A CONSISTENT DESIGN OF STRUCTURAL CONCRETE , 1987 .