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Experimental Study on the Bond Strength of Different Geometries of Corroded and Uncorroded Reinforcement Bars
Publisher: American Society of Civil Engineers
Abstract: This study develops empirical models for the prediction of the bond strength of uncorroded and corroded reinforcement bars. The effects of hooked reinforcement on the bar’s development length when covered fully and partially ...
Closure to “Problem-Centered Approach in a Numerical Methods Course” by Autar K. Kaw and Ali Yalcin
Publisher: American Society of Civil Engineers
Discussion of “<i>Time‐Dependent Strength Gain in Freshly Deposited or Densified Sand</i>” by James K. Mitchell and Zoltan V. Solymar (November, 1984)
Publisher: American Society of Civil Engineers
Closure to “<i>Low Strain Dynamic Properties of Artificially Cemented Sand</i>” by Y. B. Acar and E. A. El‐Tahir (November, 1986, Vol. 112, No. 11)
Publisher: American Society of Civil Engineers
External Prestressing Concrete Columns for Improved Seismic Shear Resistance
Publisher: American Society of Civil Engineers
Abstract: Lateral prestressing of concrete columns was investigated as a method of seismic retrofit. Experimental research was conducted to develop a design procedure for shear deficient concrete columns. The technology consists of ...
Side-Weir Flow in Curved Channels
Publisher: American Society of Civil Engineers
Abstract: Side-weirs located on straight channels have attracted considerable interest and research effort. The same, however, is not true for side-weirs on curved channels. The existing studies deal mainly with sediment transport ...
Scour under Submarine Pipelines in Waves in Shoaling Conditions
Publisher: American Society of Civil Engineers
Abstract: Submarine pipelines, one of the most important subjects in coastal engineering, are widely used in coastal structures. In order to ensure these pipelines are stable and functional during their project life, attention must ...
Problem-Centered Approach in a Numerical Methods Course
Publisher: American Society of Civil Engineers
Abstract: This paper is an illustration of using a problem-centered approach in an undergraduate course in numerical methods. The problem used in the course was first encountered in a research project that related to the assembly ...
Discussion of “<i>Consolidation After Undrained Piezocone Penetration. I: Prediction</i>” by Mohsen M. Baligh and Jacques‐Noel Levadoux (July 1986)
Publisher: American Society of Civil Engineers
Effect of Slab on Inelastic Response of R/C Building
Publisher: American Society of Civil Engineers
Abstract: Tests on beam‐to‐column connections have shown that the presence of a slab significantly increases the flexural resistance of the beam under bending, which causes tension in the slab. The analytical beam models should, ...