IS 13830

: 1994

Improving Earthquake Resistance of Timber Buildings - Guidelines

CurrentSpecializedGuidelinesStructural Engineering · Disaster Resilience and Retrofitting
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This standard provides guidelines for improving the earthquake resistance of both new and existing timber buildings. It outlines planning considerations, material selection, and construction details for structural elements like foundations, walls, floors, and roofs to enhance seismic performance and integrity.

Provides guidelines for improving the earthquake resistance of timber buildings.

Quick Reference Values
Minimum corner post size (Clause 5.3.1)100 mm x 100 mm
Maximum stud spacing (Clause 5.3.2)600 mm
Wall length requiring bracing (Clause 5.3.3)> 3.0 m
Minimum thickness of wood sheathing (Clause 5.4.1)10 mm
Minimum size of holding down bolts (Clause 5.2.1)16 mm diameter
Maximum spacing of holding down bolts (Clause 5.2.1)1.2 m
Practical Notes
Focuses heavily on connection details (nailing, bolting, strapping) as these are critical weak points in timber structures during an earthquake.
The guidelines are particularly relevant for low-rise residential construction in seismic zones, especially in hilly regions where timber is a common material.
Emphasizes creating a rigid 'box-like' structure through proper wall bracing, sheathing, and secure connections between all building elements.