مرکز منطقه ای اطلاع رساني علوم و فناوري - Two-step seismic limit state design procedure based on non-linear LRFD and dynamic response analyses

Title of article :

Two-step seismic limit state design procedure based on non-linear LRFD and dynamic response analyses

Author/Authors :

T. Takada ، نويسنده , , Masami K. Yamaguchi، نويسنده ,

Issue Information :

روزنامه با شماره پیاپی سال 2002

Pages :

From page :

397

To page :

415

Keywords :

Limit state design , Seismic design , LRFD , Non-linearity , Displacement criteria , An R factor

Journal title :

Structural Safety

Serial Year :

2002

Journal title :

Structural Safety

Record number :

305156

Link To Document :