Bond-slip at anchorage under unidirectional and bidirectional seismic excitation: Search for an efficient mathematical model

Author:

Santra AtanuORCID,Roy Rana

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference118 articles.

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2. Performance-based seismic response of frame structures including residual deformations. Part i: single-degree of freedom systems;Christopoulos;J Earthq Eng,2003

3. Evaluation of maximum seismic displacements of SDOF systems from their residual deformation;Hatzigeorgiou;Soil Dyn Earthq Eng,2011

4. Buckle, I. G., editor. “The Northridge California earthquake of January 17, 1994: performance of highway bridges”, NCEER-94- 0008, National Center for Earthquake Engineering Research, Buffalo (NY), March 24, 1994.

5. The damage of highway bridges in the 1995 Hyogo-ken Nanbu earthquake and its impact on Japanese seismic design;Kawashima;J Earthq Eng,1997

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