A symmetric five-storied RC frame building is designed against the earthquake load combinations, specified as per Indian Earthquake Code, namely, IS:1893 (Part 1)-2002. All the frames along both the directions are expected to share the lateral forces as per the stiffness and configuration. Next...
Detached soil fragments enter a watershed’s hydrographic network as the ‘byproduct’ of the ongoing soil surface; riverbed; bank erosion processes. Based on their origin, fluvial sediments are categorized as wash load and bed load material. Wash load is produced only during flood events. It is...
This paper is to summarize building irregularities. Our final work was the proper analysis and design of a G + 21 3-D RCC frame under various load combinations. II. IRREGULARITIES IN BUILDING CODES In the earlier versions of IS 1893 (BIS, 1962, 1966, 1970, 1975, 1984), there was no ...
structural loads-2012 IBC and ASCE/SEI 7-10 etc we can consider both earthquake and wind load and such combinations is adopted practically in various tall structure analysis and design. E.g. Burj Al-Khalifa. According to IS-875 Part-III clause 0.3.1 earthquake load should be considered ...
The space frame is subjected to various combinations of gravity and earthquake loads. The space frame is analyzed keeping its base fixed based on the result of analysis, it is designed as per IS: 456 (2000) and IS: 1893 (2002). The space frame will be analysed using the software ETABS....
Goji (Lycium barbarum) is an important economic crop that is widely cultivated in Northwest China and is known as superfood. Goji plants are often affected by powdery mildew (Arthrocladiella mougeotii) in the field, resulting in considerable reduction in
°C), two positive controls (ASP w/o antibiotics, 17 °C and 5 °C = ASP 17 °C/ASP 5 °C) and supplemented samples (ASP w/o antibiotics + w/ C16-KKKK-NH2 at lipopeptides 17 °C/5 °C in in 1 × and 2 × MIC as well all six combinations)...
The investigation is carried out in zone- V of seismic zones of India as per IS 1893 (part 1):2002, considering loads (dead, live and seismic loads) and their seismic load combinations". The soil is idealized by Two [ 2 ] forms of soil models i.e. Modified Winkler model and ...
The results showed a higher average performance of the index CERM and variable IVCT in relation to the other combinations performed, and the best results were used to compose the prediction of the MTR. Finally, the proposed model presented a Mean Absolute Percentage Error lower than 1%, ...
The current study also uses such model combinations for convenience. However, these models are incompatible with each other theoretically. Therefore, such incompatibility of rheological models needs to be investigated in future research. The third point is selecting the size of the reduced solution ...