MEMBER SECRETARY : | Mr. JITENDRA KUMAR CHAUDHARY (SCIENTIST-B) |
CHAIR PERSON : | Prof C. V. R. Murty (INDIAN INSTITUTE OF TECHNOLOGY MADRAS - CHENNAI) |
SCOPE : | STANDARDIZATION IN THE FIELD OF DESIGN AND CONSTRUCTION OF EARTHQUAKE RESISTANT STRUCTURES AND IN THE FIELD OF INSTRUMENTS AND TESTS CONNECTED THEREWITH. |
LIAISONS : | ISO TC 98 / SC 3 - Seismic actions on non structural components for building applications |
Sr.No. | Technical Committe | TITLE | TYPE | COMPOSITION |
---|---|---|---|---|
1 | CED 39 : 4 | MAPS | Sub Committee | View |
2 | CED 39 : 10 | EARTHQUAKE RESISTANT DESIGN OF DAMS AND EMBANKMENTS | Sub Committee | View |
3 | CED 39 : WG50 | Non-Structural Elements | Working Group | View |
4 | CED 39 : WG13 | for New Standard of Pipelines for IS 1893 (Part 7), IS 13920 (Part 7) and IS 13935 (Part 7) | Working Group | View |
5 | CED 39 : WG1 | Harmonization of Earthquake Standards | Working Group | View |
6 | CED 39 : WG2 | for Revision of General Provisions for IS 1893 (Part 1), IS 13920 (Part 1), and IS 13935 (Part 1) | Working Group | View |
7 | CED 39 : WG3 | for Revision of General Provision for IS 1893 (Part 2/Section 1), IS 13920 (Part 2/Section 1) and IS 13935 (Part 2/Section 1) | Working Group | View |
8 | CED 39 : WG4 | for Revision of Concrete Buildings for IS 1893 (Part 2/Section 3), IS 13920 (Part 2/Section 3) and IS 13935 (Part 2/Section 3) | Working Group | View |
9 | CED 39 : WG5 | for New Standard of Steel buildings for IS 1893 (Part 2/section 4) and IS 13920 (Part 2/section 4) | Working Group | View |
10 | CED 39 : WG6 | for New Standard for Steel Building for IS 13935 (Part 2/Section 4) | Working Group | View |
11 | CED 39 : WG7 | for New Standards for Masonry Buildings, Adobe Houses and Wood Houses for IS 1893, IS 13920 and IS 13935 in Part 2 (sec 2, sec 5 and sec 6) | Working Group | View |
12 | CED 39 : WG8 | for Revision of Liquid Retaining Tanks for IS 1893 (Part 3) and IS 13920 (Part 3) | Working Group | View |
13 | CED 39 : WG9 | for Revision of Liquid Retaining Tanks for IS 13935 (Part 3) | Working Group | View |
14 | CED 39 : WG10 | for Revision of Bridges for IS 1893 (Part 4), IS 13920 (Part 4) and IS 13935 (Part 4) | Working Group | View |
15 | CED 39 : WG11 | for Revision of Industrial Structures for IS 1893 (Part 5), IS 13920 (Part 5) and IS 13935 (Part 5) | Working Group | View |
16 | CED 39 : WG12 | for Revision of Base Isolated Buildings for IS 1893 (Part 6), IS 13920 (Part 6) and IS 13935 (Part 6) | Working Group | View |
17 | CED 39 : WG14 | for New Standard of Concrete Dams, Gravity Dams and Arch Dams for IS 1893 (Part 8/section 1), IS 13920 (Part 8/section 1) and IS 13935 (Part 8/section 1) | Working Group | View |
18 | CED 39 : WG15 | for New Standard of Earthen Dams and Embankments for IS 1893 (Part 8/section 2), IS 13920 (Part 8/section 2) and IS 13935 (Part 8/section 2) | Working Group | View |
19 | CED 39 : WG16 | for New Standard of Tunnels for IS 1893 (Part 9), IS 13920 (Part 9) and IS 13935 (Part 9) | Working Group | View |
20 | CED 39 : WG17 | for New Standard of Steel Towers for IS 1893 (Part 10), IS 13920 (Part 10) and IS 13935 (Part 10) | Working Group | View |
21 | CED 39 : WG21 | for Foundations for IS 1893, IS 13920 and IS 13935 | Working Group | View |
22 | CED 39 : WG22 | for New Standard of Criteria for Earthquake Resistant Design of Equipment and Piping Structures | Working Group | View |
23 | CED 39 : WG23 | For New Standard of Testing of Structures Subjected to effects of Earthquake Ground Shaking | Working Group | View |
24 | CED 39 : WG24 | For New Standard of Energy Dissipation Devices in Structures Subjected to effects of Earthquake Shaking | Working Group | View |
25 | CED 39 : WG25 | For New Clauses for IS 1893 (Part 1) and IS 13935 (Part 1) Performance-based Assessment of Structures | Working Group | View |
26 | CED 39 : WG26 | for New Standard of Post-Earthquake Safety Assessment of Buildings | Working Group | View |
27 | CED 39 : WG28 | For ISO Matters | Working Group | View |
28 | CED 39 : WG29 | For International Consultation Panel | Working Group | View |
29 | CED 39 : WG30 | For Revision of IS 4991 (Part 1 to 3) for Section 1 Above Ground Blasts | Working Group | View |
30 | CED 39 : WG31 | For Revision of IS 4991 (Part 1 to 3) for Section 2 Below Ground Blasts | Working Group | View |
31 | CED 39 : WG32 | For New Standard of Earthquake Hazard Assessment including Microzonation and Site-Specific Hazard Assessment | Working Group | View |
32 | CED 39 : WG33 | For Revision of IS 4967 Earthquake Instrumentation of Dams | Working Group | View |
33 | CED 39 : WG34 | For R&D in Earthquake Engineering | Working Group | View |
34 | CED 39 : WG35 | Earthquake Safety Assessment and Retrofitting of Tunnels in IS 15988 (Part 8) | Working Group | View |
35 | CED 39 : WG36 | Criteria for Earthquake Resistant Design - Earthquake Geotechnical Engineering Aspects in IS 1893_9 | Working Group | View |
36 | CED 39 : WG37 | Earthquake Resistant Design and Detailing of Structures - Earthquake Geotechnical Engg. Aspect P_9 | Working Group | View |
37 | CED 39 : WG38 | Earthquake Safety Assessment and Retrofitting of Structures-Earthquake Geotechnical Engg. Aspects P9 | Working Group | View |
38 | CED 39 : WG39 | Criteria for Earthquake Resistant Design - Foundations in IS 1893 (Part 10) | Working Group | View |
39 | CED 39 : WG40 | Earthquake Resistant Design and Detailing of Structures - Foundations in IS 13920 (Part 10) | Working Group | View |
40 | CED 39 : WG41 | Earthquake Safety Assessment and Retrofitting of Structures - Foundations in IS 15988 (Part 10) | Working Group | View |
41 | CED 39 : WG27 | for New Standard of Criteria for Protection of Architectural Elements and Utilities in Structures subjected to effects of Earthquake Ground Shaking | Working Group | View |
42 | CED 39 : WG42 | Criteria for Earthquake Resistant Design - Coastal Structures in IS 1893 (Part 11) | Working Group | View |
43 | CED 39 : WG43 | Earthquake Resistant Design and Detailing of Coastal Structures in IS 13920 (Part 11) | Working Group | View |
44 | CED 39 : WG44 | Earthquake Safety Assessment and Retrofitting - Coastal Structures in IS 15988 (Part 11) | Working Group | View |
45 | CED 39 : WG45 | Criteria for Earthquake Resistant Design - Steel Towers in IS 1893 (Part 12) | Working Group | View |
46 | CED 39 : WG46 | Earthquake Resistant Design and Detailing - Steel Towers in IS 13920 (Part 12) | Working Group | View |
47 | CED 39 : WG47 | Earthquake Safety Assessment and Retrofitting - Steel Towers in IS 15988 (Part 12) | Working Group | View |
48 | CED 39 : WG49 | Testing of Structures subjected to Effects of Earthquake Ground Shaking | Working Group | View |
49 | CED 39 : WG52 | Post-Earthquake Damage Assessment of Buildings | Working Group | View |
50 | CED 39 : WG51 | Energy Dissipation Devices in Structures subjected to Effects of Earthquake Ground Shaking | Working Group | View |
51 | CED 39 : WG53 | Earthquake Microzonation | Working Group | View |
52 | CED 39 : WG54 | Performance Based Design | Working Group | View |
53 | CED 39 : WG60 | Criteria for Blast Resistant Design of Structures (Above Ground Blasts) | Working Group | View |
54 | CED 39 : WG55 | Working Group for Earthquake Hazard Assessment (Including Site Classification) | Working Group | View |
55 | CED 39 : WG56 | Working Group on R&D in Earthquake Engineering | Working Group | View |
56 | CED 39 : WG57 | Working Group for ISO Matters | Working Group | View |
57 | CED 39 : WG58 | Working Group for International Consultation Panel | Working Group | View |
58 | CED 39 : WG59 | WG for Instrumentation of River Valley Projects for Recording Response to Earthquake Shaking IS 4967 | Working Group | View |
59 | CED 39 : WG61 | Working Group for Blast Resistant Design and Detailing of Structures -Above Ground Blasts | Working Group | View |
60 | CED 39 : WG62 | WG for Blast Safety Assessment, Retrofitting of Strucs., and Post-Blast Damage Assessment of Strcs. | Working Group | View |
61 | CED 39 : WG63 | Working Group for Criteria for Blast Resistant Design of Structures (Below Ground Blasts) | Working Group | View |
62 | CED 39 : WG64 | Working for Blast Resistant Design and Detailing of Structures (Below Ground Blasts) | Working Group | View |
63 | CED 39 : WG65 | Below Ground Blasts - Blast Safety Assessment, Retrofitting of Strucs., and Post Blast Damage | Working Group | View |
64 | CED 39 : WG18 | for New Standard of Coastal Structures for IS 1893 (Part 11), IS 13920 (Part 11) and IS 13935 (Part 11) | Working Group | View |
65 | CED 39 : WG19 | for New Standard of Effects of Tsunami on structures for IS 1893, IS 13920 and IS 13935 | Working Group | View |
66 | CED 39 : WG20 | for Earthquake Geotechnical Engineering for IS 1893, IS 13920 and IS 13935 | Working Group | View |
67 | CED 39 : WG69 | Advisory Group on "Performance based seismic design of RC buildings" | Working Group | View |
68 | CED 39 : P1 | PANEL FOR TSUNAMI RESISTANT STRUCTURES | Working Pannel | View |
69 | CED 39 : : P1 | PANEL FOR PREPARATION OF PROBABILISTIC SEISMIC HAZARD MAP OF INDIA | Working Pannel | View |
70 | CED 39 : P39 | Panel for R & D Projects | Working Pannel | View |
71 | CED 39 : P2 | Panel for R&D Projects | Working Pannel | View |
Date | Location | Detail |
---|---|---|
27th Dec 2024 | India, New Delhi, Delhi, | CED 39 - Earthquake Engineering |