A Study on the Response of Multi-Storey Buildings to Near-Fault Ground Motions

By Kumar Bimlesh   Srinivas Bharat   Prasad B.K. Raghu  

Structural Engineering International, Vol. 19, Iss. 3, 2009-08 ,pp. : 240-248

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite

Seismic drift and ductility demands and their dependence on ground motions

By Krawinkler H.   Medina R.   Alavi B.  

Engineering Structures, Vol. 25, Iss. 5, 2003-04 ,pp. : 637-653

Elsevier

Access to resources Recommend Favorite

Inelastic seismic design verification method for steel bridge piers using a damage index based hysteretic model

By Usami T.   Kumar S.  

Engineering Structures, Vol. 20, Iss. 4, 1998-04 ,pp. : 472-480

Elsevier

Access to resources Recommend Favorite

Earthquake performance assessment of concrete gravity dams subjected to spatially varying seismic ground motions

By Huang Junjie   Zerva Aspasia  

Structure & Infrastructure Engineering: Maintenance, Management, Life-Cycl, Vol. 10, Iss. 8, 2014-08 ,pp. : 1011-1026

Taylor & Francis Ltd

Access to resources Recommend Favorite

Response of middle-rise steel frames with and without passive dampers to near-field ground motions

By Tirca L.-D.   Foti D.   Diaferio M.  

Engineering Structures, Vol. 25, Iss. 2, 2003-01 ,pp. : 169-179

Elsevier

Access to resources Recommend Favorite