Inelastic response of the Cypress Viaduct to the Loma Prieta earthquake

By Kunnath S.K.   Gross J.L.  

Engineering Structures, Vol. 17, Iss. 7, 1995-01 ,pp. : 485-493

Elsevier

Access to resources Recommend Favorite

Critical building separation distance in reducing pounding risk under earthquake excitation

By Hong H.P.   Wang S.S.   Hong P.  

Structural Safety, Vol. 25, Iss. 3, 2003-07 ,pp. : 287-303

Elsevier

Access to resources Recommend Favorite

Lessons from damage to steel buildings during the Northridge earthquake

By Mahin S.A.  

Engineering Structures, Vol. 20, Iss. 4, 1998-04 ,pp. : 261-270

Elsevier

Access to resources Recommend Favorite

Strengthening of an Earthquake-Damaged Building

By Crainic Liviu   Postelnicu Tudor  

Structural Engineering International, Vol. 2, Iss. 3, 1992-08 ,pp. : 194-198

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite

Responses ofa High-Rise Building during the 2011 Tohoku Earthquake and Simulation Analysis for Future Mega-Thrust Earthquakes

By  

IABSE Symposium Report, Vol. 104, Iss. 34, 2015-05 ,pp. : 1-8

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite