Seismic Separation Design according to EC8
ProtaStructure
determines the seismic joint condition according to EC8 Chapter 4.4.2.7.
In this document, calculation details about seismic joint condition are
explained.
We present this design guide to your attention with the hope that it will be useful. You can find the guide as a PDF file in the attachments.
Related Articles
Seismic Separation Design according to ASCE7-16
ProtaStructure determines the seismic separation condition according to ASCE 7-16 Clause 12.12.3. In this document, calculation details about seismic separation conditions are explained. We present this design guide to your attention with the hope ...
Beam-Column Joint Shear Design and Strong Column Weak Beam Checks
For 2021 and prior versions, Beam-Column Joint Shear Design and Strong Column Weak Beam condition checks were given in the same report which is Post-Analysis Design Checks Report. With ProtaStructure 2025, Beam Column Joint Shear Design and Strong ...
Seismic Design in ProtaStructure 2019
Content: Specification of Seismic Parameters Calculation of Mass • Eigenvalue Analysis Equivalent Static Load Method Mode-Superposition Method Two-stage Analysis Building Base and Height Check Stiffness Modifiers Vertical Earthquake Effects ...
Seismic Analysis to Philippines NSCP2015
ProtaStructure can now calculate seismic loads in accordance with Philippines (NSCP2015) seismic code, which is an adaptation of UBC97. After selecting the Earthquake Code via Parameter in Building Analysis dialog > Pre-analysis tab, pick Seismic ...
Seismic Analysis to Indonesia SNI 1726 : 2019
ProtaStructure can now calculate seismic loads in accordance with Indonesia (SNI 1726 :2019 ) seismic code, which is an adaptation of ASCE07. After selecting the Earthquake Code via Parameter in Building Analysis dialog > Pre-analysis tab, pick ...