Titlebook: Recent Advances in Structural Engineering, Volume 1; Select Proceedings o A. Rama Mohan Rao,K. Ramanjaneyulu Conference proceedings 2019 Sp

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Vijay Kumar Polimeru,Abhideep Sahu,Arghadeep Laskarrld. In the second half of the twentieth century, the United States, often allied to Britain and other major European powers, claimed to intervene in the affairs of other nations to consolidate democratic aspirations. Yet, with few exceptions, the result is more often that of violent interventions t

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Nishant Rathi,G. Muthukumar,Manoj Kumarced on delineating the concept of the behaviour factor, or force reduction factor, which regulates the intensity of the seismic design loads and ductility demands. Moreover, the development and current trends in the emerging performance-based design approach for earthquake resistance are briefly rev

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T. Pavan Kumar,G. Papa Rao,P. Veerabhadra Raolumns and their reinforcements when subjected to axial load and bending moment. However, the book also provides explanatory notes for the design data tables, allowing them to be used without prior background knowledge..978-981-13-6841-7

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2366-2557 tructures under blast/impact loading, fatigue and fracture, composite materials and structures, and structures for non-conventional energy (wind and solar), it will serve as a valuable resource for researchers, students and practicing engineers alike. . . .978-981-13-4396-4978-981-13-0362-3Series ISSN 2366-2557 Series E-ISSN 2366-2565

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Effect of Modeling Assumptions on Seismic Performance of RC Buildinghould match the realistic condition and should not be same irrespective of actual circumstances. Due to lack of specific structural modeling guidelines, the designers do not give due importance to appropriate modeling assumptions which can lead to unsafe design of buildings.

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Issues on Design Shear Strength of RC Deep Beams of 413 deep beams segregated from literature and design provisions of various codes. The proposed model overestimates only, a meagre fraction, 5% of the collected data, whereas the ACI 318-14 code equation overestimates 18.4% of collected data.

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Comparative Study of Different Foundation and Sidewall Systems for Large Storage Tanks m (0.5 m freeboard) is considered. The analysis is carried out in STAAD-Pro and designs were done by manually and the comparisons made between each system, and the most economic combination of sidewall and foundation system was arrived.

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