SNI 1726-2019 Structural Design Requirements for Indonesia
- Zeynep Aladağ
- İsmail Hakki BESLER
SNI 1726:2019: Structural Design Requirements for Indonesian Seismic Code
What is SNI 1726-2019?
Indonesia's Key to Earthquake-Resistant Structures
Indonesia, located within the Pacific Ring of Fire, is prone to frequent earthquakes. To mitigate the risks posed by seismic activities, the country has implemented the Indonesian National Standard (SNI) 1726-2019, a crucial guideline for designing and constructing earthquake-resistant structures.
SNI 1726-2019 is a comprehensive standard that outlines the procedures and requirements for planning and designing structures that can withstand earthquakes. It covers buildings and non-building structures, including residential, commercial, industrial, and infrastructure projects.
This standard is a revision of the previous SNI 1726-2012, incorporating updated knowledge, research findings, and lessons learned from past earthquakes. It provides a more detailed and stringent framework to enhance the seismic performance of structures in Indonesia.
Structural Systems and Building Code Requirements according to Indonesia Seismic Code of the SNI 1726 with ideCAD
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Analysis settings that vary depending on the SNI 1726:2019 are explained in detail below:
SNI 1726:2019 Options Tab
Specifications |
|---|
Structural system type for SNI 1726:2109  The type of structural system for the X and Y directions is selected according to the building's design. |
Response modification coefficient for SNI 1726:2109 It is the response modification coefficient value. This row is automatically refreshed when the structural system type is chosen. |
Overstrength factor for SNI 1726:2109 It is the strength excess coefficient value. This row is automatically refreshed when the structural system type is chosen. |
Deflection amplification factor for SNI 1726:2109 It is the deflection amplification factor value. This row is automatically refreshed when the structural system type is chosen. |
Redundancy factor for SNI 1726:2109 It is the redundancy factor value. This row is automatically refreshed when the structural system type is chosen. |
ELF Ct parameter It is the ELF Ct parameter. This row is automatically refreshed when the structural system type is chosen. |
ELF x parameter It is the ELF x parameter. This row is automatically refreshed when the structural system type is chosen. |
Accidental eccentricity ratio for SNI 1726:2109 The eccentricity ratio to be used during the analysis is given as a percentage. |
Use custom vertical seismic load factor for SNI 1726:2109 If checked, the custom vertical seismic load factor which entered in "factor to use (instead of 0.2 SDS)" line is used. |
Structural system for SNI 1726:2109 If the building block consists of only concrete elements, Concrete; if it consists of only steel elements, Steel; Steel + Concrete option is selected if it consists of concrete and steel elements. |
Building Risk Category for SNI 1726:2109 Building risk category value is selected from the list according to the purpose of use of the building. |
Story drift check for SNI 1726:2109 Allowable story drift value is entered. |
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