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Differential Movement Effects in Steel Shelf Angles
Publisher: American Society of Civil Engineers
Abstract: Shelf angles, supporting masonry on a structural frame, deflect due to the weight of the masonry and may also deflect due to differential movement between the masonry and the frame in the absence of an adequate expansion ...
Discussion of “<i>Effective Length Factor for Restrained Beam‐Column</i>” by Kuo‐Kuang Hu and David C. Lai (February, 1986, Vol. 112, No. 2)
Publisher: American Society of Civil Engineers
Discussion: Slenderness <i>K</i> Factor for Leaning Columns
Publisher: American Society of Civil Engineers
Discussion of “<i>K‐Factor Paradox</i>” by Francois Cheong‐Siat‐Moy (August 1986, Vol. 112, No. 8)
Publisher: American Society of Civil Engineers
Discussion of “<i>Column Design in Steel Frames under Gravity Load</i>” by Oscar de Buen (October, 1992, Vol. 118, No. 10)
Publisher: American Society of Civil Engineers
Test Method for Determining the Shear Modulus of Elastomeric Bearings
Publisher: American Society of Civil Engineers
Abstract: The shear modulus of the elastomer is the most important material property related to the behavior of elastomeric bearings used principally at supports in bridges. Current methods for determining the shear modulus usually ...
Parameters Influencing Performance of Elastomeric Bearings at Low Temperatures
Publisher: American Society of Civil Engineers
Abstract: Experimental research was conducted to investigate the performance of elastomeric bridge bearings at low temperatures. Full-size natural rubber and neoprene bearings were tested by specially designed test setups inside a ...
Evaluation of Elastomeric Bearing Performance at Low Temperatures
Publisher: American Society of Civil Engineers
Abstract: Recent studies on elastomeric bearings led to changes in the design specifications, which tend to indicate that bearings fabricated in the past, would fail the current test requirements. This is contrary to the fact that ...
Evaluation of Low-Temperature Test Methods for Elastomeric Bridge Bearings
Publisher: American Society of Civil Engineers
Abstract: Elastomeric bearings have had an exemplary performance record over the past 40 years. Recently, increased testing requirements have been imposed that now make the testing of elastomeric bearings one of the major costs in ...
Discussion of “<i>Buckling of Coped Steel Beams</i>” by Ajaya K. Gupta (September, 1984)
Publisher: American Society of Civil Engineers