Table of Contents
Part 1—Recent Advances in Seismic Shear of Wall-Type Structures
SP-265—1
Test of a Coupled Wall with High-Performance Fiber-Reinforced Concrete Coupling Beams.
by R.D. Lequesne, G.J. Parra-Montesinos, and J.K. Wight
SP-265—2
Shear Strength Prediction of Eccentric Beam-Column Joints.
by E. Lim, S.-J. Hwang, and H.-J. Lee
SP-265—3
Reversed Cyclic Behavior of Reinforced Concrete Shear Walls with Diagonal Steel Grids.
by J.-X. Zhong, Y.-L. Mo, and W.-I. Liao
SP-265—4
Evaluation of Behavior of Reinforced Concrete Shear Walls through Finite Element Analysis.
by R.T. Mullapudi, P. Charkhchi, and A.S. Ayoub
SP-265—5
Constitutive Relations of Cracked Reinforced Concrete with Steel Fibers.
by M.Y. Mansour, T.T.C. Hsu, and Y.-L. Mo
SP-265—6
Refinements to Compression Field Theory, with Application to Wall-Type Structures.
by L.M. Gil-Martín, E. Hernández-Montes, M.A. Aschheim, and S. Pantazopoulou
Part 2—Recent Advances in Nonlinear Finite Element Analysis of Concrete Structures
SP-265—7
Damage Tools to Model Severe Loading Effects on Reinforced Concrete Structures.
by J. Mazars, A. Rouquand, C. Pontiroli, P. Berthet-Rambaud, and Y. Malécot
SP-265—8
Evaluation and Calibration of Load-Deformation Models for Concrete Walls.
by L.N. Lowes, P. Oyen, and D.E. Lehman
SP-265—9
Experimental Observations of Masonry Infilled Reinforced Concrete Frames with Openings.
by B. Blackard, K. Willam, and S. Mettupalayam
SP-265—10
Finite Element Analysis ofReinforced Concrete JointsSubjected to Multi-Axial Loading.
by H. Noguchi, T. Kashiwazaki, and K. Miura
SP-265—11
On Peridynamic Computational Simulation of Concrete Structures.
by W.H. Gerstle, N. Sau, and N. Sakhavand
SP-265—12
Evaluation of Sequentially Linear Finite Element Analysis to Simulate Nonlinear Response of Cement-Based Composites.
by S.L. Billington
SP-265—13
Fiber Beam Element Formulation Using the Softened Membrane Model.
by R.T. Mullapudi and A.S. Ayoub
Part 3—Five Decades of Progress in Shear and Torsion
SP-265—14
Development of Models for Torsion of Concrete Structures in Northern Europe.
by L. Elfgren
SP-265—15
Structural Concrete Beam Shear—Still a Riddle?.
by M.W. Braestrup
SP-265—16
Punching Shear in Fire-Damaged Reinforced Concrete Slabs.
by P. Bamonte, R. Felicetti, and P.G. Gambarova
SP-265—17
Review of Basic Assumptions for the Shear Design.
by K.-H. Reineck
SP-265—18
Investigation of Strut Strength Using a Deep-Beam Database.
by N. Bahen and D.H. Sanders
SP-265—19
Evaluation of Minimum Shear Reinforcement Requirements in Non-Prestressed Beams without Distributed Horizontal Reinforcement .
by L.H. Sneed and J.A. Ramirez
SP-265—20
Shear-Flexure-Torsion Interaction Features of Reinforced Concrete Bridge Columns—An Experimental Study.
by S.S. Prakash and A. Belarbi
SP-265—21
Behavior of Reinforced Concrete Elements Subjected to Tri-Directional Shear Using a State-of-the-Art Panel Tester
by M. Labib, Y. Moslehy, and A.S. Ayoub
Part 4—Recent Advances in Shear of Concrete Bridges
SP-265—22
Shear Design Considerations for Deep Concrete Bridge Girders.
by N.M. Hawkins and D.A. Kuchma
SP-265—23
Shear Strength of Slabs with Double-Headed Shear Studs in Radial and Orthogonal Layouts.
by G. Birkle and W.H. Dilger
SP-265—24
Shear Capacity of Ultra-High-Performance Concrete I-Girders with Orthogonal Welded Wire Reinforcement.
by G. Morcous, M. Maguire, and M.K. Tadros
SP-265—25
Effect of Strand Debonding on Prestressed Concrete Girder Shear Performance.
by M. Shahawy and T.K. Hassan
SP-265—26
Concrete—The Sustainable 21st Century Greening Infrastructure Material
by E.G. Nawy
SP-265—27
A New Design Method for Shear in Prestressed Concrete Girders.
by A. Laskar, T.T.C. Hsu, and Y.-L. Mo
SP-265—28
FRP Shear Transfer Mechanism for Precast, Prestressed Concrete Sandwich Load-Bearing Panels.
by S.H. Rizkalla, T.K. Hassan, and G. Lucier
SP-265—29
Reliability Models for Shear in Reinforced Concrete Beams.
by A.S. Nowak and P. Paczkowski