The Earthquake Engineering Online Archive NISEE e-Library
Identifier: Text-13WC002978
Title: Seismic reliability assessment of a bridge ground system
Creator(s): Zhang, Yuyi; Acero, Gabriel J.; Conte, Joel P.; Yang, Zhaohui; Elgamal, Ahmed-Waeil M.
Identifier: Text-200355
Title: A unified earthquake-resistant design method for steel frames using ARMA models
Creator(s): Takewaki, Izuru; Conte, Joel P.; Mahin, Stephen A.; Pister, Karl S.
Identifier: Text-200357
Title: Influence of the earthquake ground motion process and structural properties on response characteristics of simple structures
Creator(s): Conte, Joel P.; Pister, Karl S.; Mahin, Stephen A.
Identifier: Text-201401316
Title: Response sensitivity and probabilistic response analyses of reinforced concrete frame structures
Creator(s): Barbato, Michele; Gu, Quan; Conte, Joel P.
Identifier: Text-2014022410
Title: Seismic response of reinforced concrete wall buildings
Creator(s): Panagiotou, Marios; Restrepo, Jose I.; Conte, Joel P.; Englekirk, Robert E.
Identifier: Text-201506262
Title: Nonlinear modeling of RC structural walls
Creator(s): Orakcal, Kutay; Conte, Joel P.; Wallace, John W.
Identifier: Text-201509117
Title: Shake table response of a full scale reinforced concrete wall building slice
Creator(s): Panagiotou, Marios; Restrepo, Jose I.; Conte, Joel P.; Englekirk, Robert E.
Identifier: Text-300065
Title: A Probabilistic Earthquake Resistant Design Method for Braced Steel Frames Using ARMA Models
Creator(s): Takewaki, Izuru; Conte, Joel P.; Mahin, Stephen A.; Pister, Karl S.
Identifier: Text-959064
Title: Experimental assessment of columns with short lap splices subjected to cyclic loads
Creator(s): Melek, Murat; Wallace, John W.; Conte, Joel P.
Identifier: Text-S37673
Title: Use of long-gage fiber optic sensors for earthquake response monitoring and non-destructive evaluation of structures
Creator(s): Conte, Joel P.; Liu, Min
Identifier: Text-S38355
Title: ARMA models for earthquake excitation and structural response simulation
Creator(s): Conte, Joel P.