GSI is involved in pre-disaster capacity assessment of existing structures, post-disaster damage assessment followed by retrofit design implementation for existing structures and new design of earthquake resistant structures via its design center. Moreover; structural engineers and geotechnical engineers at GSI are working in collaboration with Ehime University Satellite Office (Kathmandu) in the field of earthquake engineering conducting interdisciplinary research, especially after Gorkha earthquake.
1. Microtremor Survey
Micro-tremor survey of ground and multi-storied buildings for site vs structural response characterization in Kathmandu valley, site characterization of Pokhara valley are current studies under the flagship of Ehime University Satellite Office. The principal aim of these surveys is to develop seismic micro-zonation maps of varying resolutions for various urban and urbanizing areas of Nepal for site based consideration in assessment of existing structures as well as in design of new structures.
2. Post Earthquake Assessment
In the aftermath of Gorkha earthquake, as part of post earthquake damage assessment, GSI team conducted numerous site studies (commercial services included) focusing at both geotechnical and structural aspects of observed damages. These site studies primarily focused around the most notably damaged areas of Kathmandu, Lalitpur, Bhaktapur, Sindhupalchowk and Dolakha districts.
GSI also facilitated early studies on microtremor monitoring at heritage sites (Basantapur Durbar Square, Bhaktapur Durbar Square, Patan Durbar Square, Changu Narayan, Swayambhunath, Pashupatinath, Sankhu,etc.) with international scholars from Kagawa University and Ehime University.
3. Performance Based Capacity Assessment of Existing Structures
Performance based earthquake engineering (PBEE) analysis techniques are applied in evaluating the capacity of existing structures –both masonry and reinforced concrete structures. FEMA 356, ATC 40, ASCE 41 and EN 1998:2004 are followed in absence of clarifying information in the technical guideline prepared by Department of Urban Development and Building Construction (DUDBC) Nepal.
Fragility analysis is carried out to quantitatively assess the expected performance of the structure in future strong ground motion events. HAZUS MH guideline is followed for fragility curve generation. Since material properties of structural elements play a crucial role in its estimated performance, laboratory testing is explicitly carried out for capacity assessment purpose.
If applicable, capacity assessment results in the need for retrofit intervention for the structure to be code compliant for design level performance.
4. Retrofit Analysis, Design and Implementation
Retrofit analysis and design is carried out after capacity evaluation of damaged structures. Economic analysis is carried out prior to retrofit design based on age of structure, utility value after retrofit, client’s preference, etc. Once economically justified, retrofit design is carried out based on principles of performance based design.
In RC framed structures, FEM based modeling is used in retrofit design. In case of masonry structures, 3MURI® based on EN 1998:2004 is used applying Frame by Macro Element (FME) modeling.
5. Earthquake Resistant Design and Analysis of New Structures
GSI provides earthquake resistant design using state-of-art numerical software; especially in analysis and design of masonry structures by using Frame by Macro-element (FME) approach of 3MURI® (complaint to the provisions of EN:1998:2004).
6. Material Testing
Material testing laboratory of GSI meets the requirements of ASTM, IS and JGS standard. It can perform a variety of concrete and aggregate tests. Major test include:
- Particle size distribution analysis
- Specific gravity
- Hygroscopic moisture
- Unit weight
- Los Angeles abrasion test
Asphalt and Concrete
- Concrete mix test
- Concrete compressive and flexural strength
- Concrete or asphalt coring
- Asphalt absorption
- Asphalt mix design and verification
- Asphalt bulk density
- Marshall stability and flow
- Asphalt specific gravity