Adaptable Strut-and-Tie Model for Design and Verification of Four-Pile Caps.
- Published in:
- ACI Structural Journal, 2010, v. 107, n. 1, p. 119
- By:
- Publication type:
- Article
Works matching IS 08893241 AND DT 2010 AND VI 107 AND IP 1
Results: 18
1
2
Evaluation of Steel Fiber Reinforcement for Punching Shear Resistance in Slab-Column Connections-- Part II: Lateral Displacement Reversals.
- Published in:
- ACI Structural Journal, 2010, v. 107, n. 1, p. 110
- By:
- Publication type:
- Article
3
Evaluation of Steel Fiber Reinforcement for Punching Shear Resistance in Slab-Column Connections-- Part I: Monotonically Increased Load.
- Published in:
- ACI Structural Journal, 2010, v. 107, n. 1, p. 101
- By:
- Publication type:
- Article
4
FEA Implementation of Smeared Cyclic Bond Slip-Based Two-Dimensional Membrane Model.
- Published in:
- ACI Structural Journal, 2010, v. 107, n. 1, p. 92, doi. 10.14359/51663392
- By:
- Publication type:
- Article
5
Investigation of Ultimate Strength of Deck Slabs in Steel-Concrete Bridges.
- Published in:
- ACI Structural Journal, 2010, v. 107, n. 1, p. 82, doi. 10.14359/51663391
- By:
- Publication type:
- Article
6
Evaluation of Bundled Bar Lap Splices.
- Published in:
- ACI Structural Journal, 2010, v. 107, n. 1, p. 128
- By:
- Publication type:
- Article
7
Deformation Capacity of Reinforced Concrete Columns.
- Published in:
- ACI Structural Journal, 2010, v. 107, n. 1, p. 126
- By:
- Publication type:
- Article
8
Investigation of Dispersion of Compression in Bottle-Shaped Struts.
- Published in:
- ACI Structural Journal, 2010, v. 107, n. 1, p. 124
- By:
- Publication type:
- Article
9
Behavior of High-Performance Steel as Shear Reinforcement for Concrete Beams.
- Published in:
- ACI Structural Journal, 2010, v. 107, n. 1, p. 122
- By:
- Publication type:
- Article
10
Two-Way Shear Strength of Slab-Column Connections: Reexamination of ACI 318 Provisions.
- Published in:
- ACI Structural Journal, 2010, v. 107, n. 1, p. 120
- By:
- Publication type:
- Article
11
Pushover Analysis of Shear-Critical Frames: Verification and Application.
- Published in:
- ACI Structural Journal, 2010, v. 107, n. 1, p. 72, doi. 10.14359/51663390
- By:
- Publication type:
- Article
12
Pushover Analysis of Shear-Critical Frames: Formulation.
- Published in:
- ACI Structural Journal, 2010, v. 107, n. 1, p. 63, doi. 10.14359/51663389
- By:
- Publication type:
- Article
13
Performance Evaluation of Glass Fiber-Reinforced Polymer Shear Reinforcement for Concrete Beams.
- Published in:
- ACI Structural Journal, 2010, v. 107, n. 1, p. 53, doi. 10.14359/51663388
- By:
- Publication type:
- Article
14
A New Formula to Calculate Crack Spacing for Concrete Plates.
- Published in:
- ACI Structural Journal, 2010, v. 107, n. 1, p. 43, doi. 10.14359/51663387
- By:
- Publication type:
- Article
15
Effects of Increasing Allowable Compressive Stress at Prestress Transfer.
- Published in:
- ACI Structural Journal, 2010, v. 107, n. 1, p. 21, doi. 10.14359/51663385
- By:
- Publication type:
- Article
16
Bar Pullout Tests and Seismic Tests of Small-Headed Bars in Beam-Column Joints.
- Published in:
- ACI Structural Journal, 2010, v. 107, n. 1, p. 32, doi. 10.14359/51663386
- By:
- Publication type:
- Article
17
Fatigue Evaluation for Reinforced Concrete Box Culverts.
- Published in:
- ACI Structural Journal, 2010, v. 107, n. 1, p. 13, doi. 10.14359/51663384
- By:
- Publication type:
- Article
18
Experimental Study of Reinforced Concrete Bridge Columns Subjected to Near-Fault Ground Motions.
- Published in:
- ACI Structural Journal, 2010, v. 107, n. 1, p. 3, doi. 10.14359/51663383
- By:
- Publication type:
- Article