H. DeVall Abstract: There are many changes proposed for the Earthquake Design Provisions of the 2005 edition of the National Building Code of Canada (NBCC). Among them are requirements for complete load paths, separation of stiff nonstructural elements, and the introduction of definitions of irregular structures and special design requirements asso-ciated with these irregularities. A new requirement for direction of loading is introduced, along with requirements for elements common to more than one lateral load resisting system. The effects of displacements are emphasized through-out the document, and revised provisions for drift limits are proposed. Revisions to the importance factor that integrate it into the proposed revised format for P...
This thesis presents a comparison between the AASHTO-2004, BSI-EN1998-2:2005, NBCC-2005 and the 200...
This Digest presents a general outline of some of the technical information available on seismic act...
The study was carried to have a comparative study on the displacement of structures of specific area...
The last version of the National Building Code of Canada was issued in 2010. The next version is exp...
This paper provides a summary of the evolution of the Canadian seismic design provisions for operati...
changes in the provisions for seismic loading and design. A brief history of the NBCC seismic provis...
A derivation of force reduction factors for the seismic provisions of the National Building Code of ...
Because of the difficulties in applying current earthquake requirements in the National Building Cod...
Summary This paper describes the new seismic design provisions of the Canadian Highway Bridge Design...
The User's Guide \u2013 NBC 2010: Structural Commentaries (Part 4 of Division B) is intended to help...
Abstract: Foundation factors are used in seismic codes to capture the amplification effects of local...
The earthquake resistant design of structures plays an important role in seismic regions both from t...
Note:Concentrically braced frames (CBFs) have been one of the fundamental structural systems for lat...
Abstract: This paper describes the proposed changes to the 2005 edition of the National Building Cod...
The main objective of the current research is to establish drift demands for reinforced concrete bui...
This thesis presents a comparison between the AASHTO-2004, BSI-EN1998-2:2005, NBCC-2005 and the 200...
This Digest presents a general outline of some of the technical information available on seismic act...
The study was carried to have a comparative study on the displacement of structures of specific area...
The last version of the National Building Code of Canada was issued in 2010. The next version is exp...
This paper provides a summary of the evolution of the Canadian seismic design provisions for operati...
changes in the provisions for seismic loading and design. A brief history of the NBCC seismic provis...
A derivation of force reduction factors for the seismic provisions of the National Building Code of ...
Because of the difficulties in applying current earthquake requirements in the National Building Cod...
Summary This paper describes the new seismic design provisions of the Canadian Highway Bridge Design...
The User's Guide \u2013 NBC 2010: Structural Commentaries (Part 4 of Division B) is intended to help...
Abstract: Foundation factors are used in seismic codes to capture the amplification effects of local...
The earthquake resistant design of structures plays an important role in seismic regions both from t...
Note:Concentrically braced frames (CBFs) have been one of the fundamental structural systems for lat...
Abstract: This paper describes the proposed changes to the 2005 edition of the National Building Cod...
The main objective of the current research is to establish drift demands for reinforced concrete bui...
This thesis presents a comparison between the AASHTO-2004, BSI-EN1998-2:2005, NBCC-2005 and the 200...
This Digest presents a general outline of some of the technical information available on seismic act...
The study was carried to have a comparative study on the displacement of structures of specific area...