KMK 2.01.03-19 PDF

Full title and description

KMK 2.01.03-19 — "Construction in Seismic Regions" (national construction norms and rules for designing and building structures in seismic zones of the Republic of Uzbekistan). The document sets mandatory technical requirements for seismic zoning, site investigation, geotechnical classification, structural design principles, and construction/inspection measures to ensure seismic safety of buildings and civil engineering works in Uzbekistan.

Abstract

This code provides the regulatory framework used by designers, engineers and authorities for assessing seismic hazard, selecting seismic design parameters, classifying soil and site conditions, and applying structural resistance and detailing rules for buildings and infrastructure. It updates earlier national guidance on seismic design and aligns local practice with internationally recognised methods for seismic assessment and retrofit.

General information

• Status: Active national code / mandatory construction norm for seismic design in Uzbekistan (2019 edition widely referenced in technical literature).
• Publication date: 2019 (edition identifier "-19").
• Publisher: Ministry of Construction / Ministry of Housing and Communal Services (Minstroy) of the Republic of Uzbekistan (national regulatory authority responsible for construction norms).
• ICS / categories: Construction and building standards — relevant ICS fields include 91.040 (Buildings), 91.080 (Structures of buildings) and 93.010 (Civil engineering in general).
• Edition / version: Edition 2019 (KMK 2.01.03-19).
• Number of pages: Varies by print/compilation; typical code booklets of this type are usually 100–250 pages depending on appendices and illustrative material (publisher print runs differ by release).

Scope

KMK 2.01.03-19 applies to design, construction, reconstruction and seismic retrofit of buildings and civil structures located in seismic areas of Uzbekistan. It covers seismic hazard zoning and maps, determination of design seismic actions, soil and foundation classification for seismic response, structural system selection, detailing for ductility and energy dissipation, and requirements for geotechnical investigation, site preparation and construction supervision. The code is intended for use on new works as well as on assessment and strengthening of existing buildings.

Key topics and requirements

• Seismic hazard zonation and assignment of seismic intensity or design spectra for different regions.
• Site investigation protocols and soil classification criteria (seismic wave velocity, consistency indices, liquefaction potential).
• Design seismic actions and load combinations for buildings and non-structural elements.
• Structural system classification, minimum seismic resistance detailing, ductility requirements and capacity design principles.
• Foundation and geotechnical design rules for seismic loading, including measures for problematic soils and liquefaction mitigation.
• Requirements for inspection, testing, quality control during construction, and provisions for retrofit/strengthening of existing structures.

Typical use and users

The code is used by structural and geotechnical engineers, architects, construction companies, building control authorities, seismic risk assessors and researchers working in Uzbekistan. It is applied in project design, permitting, technical review, seismic safety assessments and retrofit projects for public and private buildings and infrastructure in seismic-prone areas.

Related standards

KMK 2.01.03-19 is part of Uzbekistan's national body of construction norms and is referenced alongside related national and regional documents (e.g., national seismic assessment guidelines, DBQ/DS standards and local technical regulations). It is often used in conjunction with international seismic design standards and guidance such as Eurocode 8, ASCE/SEI 7 and national codes of other countries for comparative practice; earlier national versions include КМК 2.01.03:96 which served as a prior baseline for seismic provisions.

Keywords

seismic design; earthquake; construction norms; Uzbekistan; KMK 2.01.03-19; seismic zoning; soil classification; geotechnical investigation; structural ductility; retrofit.

FAQ

Q: What is this standard?

A: KMK 2.01.03-19 is a national construction code of the Republic of Uzbekistan that sets mandatory rules for design and construction of buildings and structures located in seismic regions.

Q: What does it cover?

A: It covers seismic hazard classification, selection of design seismic actions, site and soil investigation procedures, geotechnical and foundation rules for seismic loads, structural design and detailing for seismic resistance, and requirements for inspection, testing and retrofit.

Q: Who typically uses it?

A: Structural and geotechnical engineers, architects, construction firms, regulatory authorities, and consultants involved in design, review, permitting and seismic safety assessment in Uzbekistan.

Q: Is it current or superseded?

A: The "-19" edition denotes the 2019 release; it supersedes older national guidance (for example, КМК 2.01.03:96) and is the reference edition for seismic design in Uzbekistan unless a later official revision has been published by the national authority. Users should confirm with the national publisher/regulator for any amendments or newer editions.

Q: Is it part of a series?

A: Yes — KMK documents form a system of construction norms and rules (KMK series) covering different technical topics (structural design, geotechnics, utilities, etc.). KMK 2.01.03-19 specifically addresses seismic design within that national series.

Q: What are the key keywords?

A: Seismic design, earthquake-resistant construction, soil classification, geotechnical investigation, structural ductility, retrofit, Uzbekistan, KMK.