Zobrazeno 1 - 10
of 22
pro vyhledávání: '"C. Ravi Kumar Reddy"'
Autor:
Ch. Pavan Kalyan, D. Anil Kumar, K. Saloman Raju, B. Sarath Chandra Kumar, C. Ravi Kumar Reddy, Y. Himath Kumar, J. D. Chaitanya Kumar
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811665561
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e4fb87c12fe21ef5f037c19e4af90492
https://doi.org/10.1007/978-981-16-6557-8_29
https://doi.org/10.1007/978-981-16-6557-8_29
Autor:
N. Sailaja, M. Naveen, S. K. Amir Basha, B. Sarath Chandra Kumar, C. Ravi Kumar Reddy, Y. Himath Kumar, J. D. Chaitanya Kumar
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811665561
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9567abbfc239fb9e879e0e2a4c3b134a
https://doi.org/10.1007/978-981-16-6557-8_28
https://doi.org/10.1007/978-981-16-6557-8_28
Publikováno v:
Materials Today: Proceedings. 18:3726-3732
Steel gusset plates / gussets are extensively used in metal buildings and play a crucial role in transfer of forces but yet are most neglected in analysis and design. The inelastic behaviour of mild steel gussets is studied assuming that a diagonal m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5301b2f04bf61279f1e9a7d26f10aeb1
https://doi.org/10.1016/j.matpr.2019.07.307
https://doi.org/10.1016/j.matpr.2019.07.307
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811536618
Conventional analysis of building frames will be made by assuming the bases to be rigid or hinged, whereas buildings rest on soil which allows the bases to displace and rotate. This paper presents the results of static vertical load tests carried out
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::06f95adf8846434c992c3047d5e73af6
https://doi.org/10.1007/978-981-15-3662-5_16
https://doi.org/10.1007/978-981-15-3662-5_16
Publikováno v:
International Journal of Advanced Structural Engineering, Vol 9, Iss 4, Pp 353-363 (2017)
This paper presents the experimental results of static vertical load tests on a model building frame with geotextile as plinth beam supported by pile groups embedded in cohesionless soil (sand). The experimental results have been compared with those
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3f61ca893d788126081b608cde090a45
http://link.springer.com/article/10.1007/s40091-017-0171-z
http://link.springer.com/article/10.1007/s40091-017-0171-z
Publikováno v:
Springer Series in Geomechanics and Geoengineering ISBN: 9783319772752
Urbanization with its advantages has been constantly attracting people towards towns and cities. Land availability for providing facilities for residential and commercial activities has become a major problem. The engineering solution to this crisis
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::77e19f4a4257a0ae1ab44e038105fd54
https://doi.org/10.1007/978-3-319-77276-9_33
https://doi.org/10.1007/978-3-319-77276-9_33
Publikováno v:
Interaction and multiscale mechanics. 4:321-336
This paper presents the results of static vertical load tests carried out on a model building frame supported by pile groups embedded in cohesionless soil (sand). The effect of soil interaction on displacements and rotation at the column base and als
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::355284e71b8b45d6ea793e68e77847ee
https://doi.org/10.12989/imm.2011.4.4.321
https://doi.org/10.12989/imm.2011.4.4.321
Publikováno v:
Civil Engineering Dimension, Vol 16, Iss 1, Pp 8-17 (2014)
This paper presents the effect of rigidity of plinth beam on a model building frame supported by pile groups embedded in cohesionless soil (sand) through the results of static vertical load tests. The effect of rigidity of plinth beam on displacement
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cb9265bf3c3dee76ef8fba30659eb0ca
https://doi.org/10.9744/ced.16.1.8-17
https://doi.org/10.9744/ced.16.1.8-17
Conference
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Conference
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