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Seismic safety assessment of existing masonry infill structures in Nepal

Earthquake Engineering and Engineering Vibration 2016年第2期15卷 251-268页

作者： Hemchandra Chaulagain Hugo Rodrigues enrico spacone Humberto Varum Civil Engineering Department University of Aveiro RISCO School of Technology and ManagementPolytechnic Institute of Leiria University of Chieti-Pescara Department PRICOS–Architettura CONSTRUCT-LESE Faculty of Engineering (FEUP)University of Porto

Reinforced concrete（RC） buildings in Nepal are constructed with RC frames and masonry infill panels. These structures exhibit a highly non-linear inelastic behavior resulting from the interaction between the panels and frames. This paper presents an extensive case study of existing RC buildings in Nepal. Non-linear analyses were performed on structural models of the buildings considered as a bare frame and with masonry infill, in order to evaluate the influence of infill walls on the failure mechanisms. Five three-storey buildings with different structural configurations and detailing were selected. The effect of masonry infill panels on structural response was delineated by comparing the bare-framed response with the infill response. Seismic performance is evaluated with regard to global strength, stiffness, energy dissipation, inter-storey drift, and total deflection of the structure. A parametric analysis of structures with masonry infill is also performed. For this, the influence of different material properties is studied, namely diagonal compressive stress, modulus of elasticity and tensile stress of masonry infill panels. Study results show that masonry infill increases the global strength and stiffness of the structures; it decreases the inter-storey drift and hence the total displacement of the structure. The results quantify the influence of the infill panels on structural response and, in particular, the effect of the diagonal compressive strength of the masonry wall.

关键词： frames diagonal panels compressive drift hence quantify tensile stiffness rotation

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Response reduction factor of irregular RC buildings in Kathmandu valley

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Earthquake Engineering and Engineering Vibration 2014年第3期13卷 455-470页

作者： Hemchandra Chaulagain Hugo Rodrigues enrico spacone Ramesh Guragain Radhakrishna Mallik Humberto Varum Civil Engineering Department University of Aveiro 3810-193 Aveiro Portugal School of Technology and Management Polytechnic Institiute of Leiria 2411-901 Leiria Portugal University of Chieti-Pescara Department PRICOS-Architettura 65127 Pescara Italy National Society for Earthquake Technology Nepal

Most current seismic design includes the nonlinear response of a structure through a response reduction factor （R）. This allows the designer to use a linear elastic force-based approach while accounting for nonlinear behavior and deformation limits. In fact, the response reduction factor is used in modem seismic codes to scale down the elastic response of a structure. This study focuses on estimating the actual ＇R＇ value for engineered design/construction of reinforced concrete （RC） buildings in Kathmandu valley. The ductility and overstrength of representative RC buildings in Kathmandu are investigated. Nonlinear pushover analysis was performed on structural models in order to evaluate the seismic performance of buildings. Twelve representative engineered irregular buildings with a variety of characteristics located in the Kathmandu valley were selected and studied. Furthermore, the effects of overstrength on the ductility factor, beam column capacity ratio on the building ductility, and load path on the response reduction factor, are examined. Finally, the results are further analyzed and compared with different structural parameters of the buildings.

关键词： RC buildings pushover analysis ductility reduction factor overstrength response reduction factor

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