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Discussion of “<i>Modeling of R/C Joints Under Cyclic Excitations</i>” by Filip C. Filippou, Egor P. Popov, and Vitelmo V. Bertero (November, 1983)
Publisher: American Society of Civil Engineers
Four‐Spring Element for Cyclic Response of R/C Columns
Publisher: American Society of Civil Engineers
Abstract: The cyclic response of reinforced concrete columns subjected to bending and axial load is determined using a hysteretic element consisting of four axial springs. The spring sections consist of steel for tensile forces but ...
Low-Damage Precast Columns for Accelerated Bridge Construction in High Seismic Zones
Publisher: American Society of Civil Engineers
Abstract: Accelerated bridge construction (ABC) is a feature incorporating new technologies, advanced planning, and new detailing to expedite bridge construction. Accelerated bridge construction offers many benefits, the most important ...
Closure to “<i>Effect of Design Seismic Loads on a Highway Bridge</i>” by Mehdi Saiidi and Bruce M. Douglas (November, 1984, Vol. 110, No. 11)
Publisher: American Society of Civil Engineers
Effect of Design Seismic Loads on a Highway Bridge
Publisher: American Society of Civil Engineers
Abstract: The measured and calculated response of a five‐span reinforced concrete highway bridge subjected to static lateral loads is presented. The experimental studies included nondestructive static tests of the bridge loaded by ...
Reinforcing NiTi Superelastic SMA for Concrete Structures
Publisher: American Society of Civil Engineers
Abstract: Superelastic (SE) shape memory alloy (SMA) is an advanced material that may be used as an alternative to conventional reinforcing steel in civil engineering structures to control residual deformations. The most common SE ...
Effectiveness of Composites in Earthquake Damage Repair of Reinforced Concrete Flared Columns
Publisher: American Society of Civil Engineers
Abstract: A method to utilize fiber composites for rapid repair of earthquake damaged flared columns was developed. Two 0.4-scale reinforced concrete columns that had been tested to failure in previous research were used. Both columns ...
Time-Dependent Analysis of Posttensioned Bridge Hinge Curl
Publisher: American Society of Civil Engineers
Abstract: Accurate prediction of instantaneous and time-dependent deformation of superstructure in-span hinges is important for preventing a mismatch of bridge decks. Time-dependent deflection of in-span hinges hinge curl in ...
Cyclic Response of Precast Bridge Piers with Novel Column-Base Pipe Pins and Pocket Cap Beam Connections
Publisher: American Society of Civil Engineers
Abstract: Prefabrication of structural elements is the integral part of accelerated bridge construction (ABC). Providing constructible beam-column and column-foundation connections that can tolerate inelastic cyclic deformations is ...
Cyclic Response of Precast Bridge Piers with Novel Column-Base Pipe Pins and Pocket Cap Beam Connections
Publisher: American Society of Civil Engineers
Abstract: Prefabrication of structural elements is the integral part of accelerated bridge construction (ABC). Providing constructible beam-column and column-foundation connections that can tolerate inelastic cyclic deformations is ...
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