ASSESSMENT OF REINFORCED CONCRETE BRIDGE PIERS UNDER LOW TO MODERATE SEISMIC INDUCED LOADS

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MEMARI A.M.; SCANLON A.

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Journal Paper

Paper Information

Journal: Journal of Seismology and Earthquake Engineering Year:2004 | Volume:6 | Issue:2 Page(s): 57-64

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Information Journal Paper

Title

ASSESSMENT OF REINFORCED CONCRETE BRIDGE PIERS UNDER LOW TO MODERATE SEISMIC INDUCED LOADS

Author(s)

MEMARI A.M. | SCANLON A. | Issue Writer Certificate

Keywords

BRIDGESQ4

EARTHQUAKESQ4

ASSESSMENTQ4

REINFORCED CONCRETEQ4

LOW SEISMICITYQ4

EASTERN U.S.Q4

AASHTOQ4

Abstract

Two existing highway BRIDGES in a low seismic area in EASTERN U.S. are studied for seismic ASSESSMENT. Transverse reinforcement spacing and detailing do not satisfy the 1996 AASHTO seismic design specifications. Transverse response of selected two column bents under the action of Nahanni and El Centro EARTHQUAKES scaled to 0.15g show the level of lateral force demand to be significantly below yield level. Preliminary seismic ASSESSMENT based on pier analysis is presented.

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APA: Copy

MEMARI, A.M., & SCANLON, A.. (2004). ASSESSMENT OF REINFORCED CONCRETE BRIDGE PIERS UNDER LOW TO MODERATE SEISMIC INDUCED LOADS. JOURNAL OF SEISMOLOGY AND EARTHQUAKE ENGINEERING, 6(2), 57-64. SID. https://sid.ir/paper/112329/en

Vancouver: Copy

MEMARI A.M., SCANLON A.. ASSESSMENT OF REINFORCED CONCRETE BRIDGE PIERS UNDER LOW TO MODERATE SEISMIC INDUCED LOADS. JOURNAL OF SEISMOLOGY AND EARTHQUAKE ENGINEERING[Internet]. 2004;6(2):57-64. Available from: https://sid.ir/paper/112329/en

IEEE: Copy

A.M. MEMARI, and A. SCANLON, “ASSESSMENT OF REINFORCED CONCRETE BRIDGE PIERS UNDER LOW TO MODERATE SEISMIC INDUCED LOADS,” JOURNAL OF SEISMOLOGY AND EARTHQUAKE ENGINEERING, vol. 6, no. 2, pp. 57–64, 2004, [Online]. Available: https://sid.ir/paper/112329/en

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