Simplified Seismic Sidesway Collapse Capacity-Based Evaluation and Design of Frame Buildings with Linear Viscous Dampers

Author：      

Publisher： Taylor & Francis Ltd

ISSN： 1363-2469

Source： Journal of Earthquake Engineering, Vol.18, Iss.4, 2014-05, pp. : 528-552

Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.

Previous Menu Next

Related content

Reduction Factors for Seismic Design Spectra for Structures with Viscous Energy Dampers

By    

Journal of Earthquake Engineering, Vol. 18, Iss. 3, 2014-04 ,pp. : 323-349

Taylor & Francis Ltd

Access to resources Recommend Favorite

Seismic design and performance evaluation of steel-frame buildings designed using the 2005 National building code of Canada

By Yousuf Md   Bagchi Ashutosh  

Canadian Journal of Civil Engineering, Vol. 36, Iss. 2, 2009-02 ,pp. : 280-294

NRC Research Press

Access to resources Recommend Favorite

Stochastic optimum design criterion for linear damper devices for seismic protection of buildings

By Marano Giuseppe   Trentadue Francesco   Greco Rita  

Structural and Multidisciplinary Optimization, Vol. 33, Iss. 6, 2007-06 ,pp. : 441-455

Springer Publishing Company

Access to resources Recommend Favorite

Direct Displacement-Based Design of Glulam Timber Frame Buildings

By Zonta Daniele   Loss Cristiano   Piazza Maurizio   Zanon Paolo  

Journal of Earthquake Engineering, Vol. 15, Iss. 3, 2011-03 ,pp. : 491-510

Taylor & Francis Ltd

Access to resources Recommend Favorite

A Unified Approach to Performance-Based Design of RC Frame Buildings

By Choudhury S.   Singh S.  

Journal of The Institution of Engineers (India): Series A, Vol. 94, Iss. 2, 2013-05 ,pp. : 73-82

Springer Publishing Company

Access to resources Recommend Favorite