{"title":"Seismic Evaluation with Shear Walls and Braces for Buildings","authors":"S. K. Madan, R. S. Malik, V. K. Sehgal","volume":98,"journal":"International Journal of Computer and Information Engineering","pagesStart":185,"pagesEnd":189,"ISSN":"1307-6892","URL":"https:\/\/publications.waset.org\/pdf\/10001124","abstract":"
R.C.C. buildings with dual structural system
\r\nconsisting of shear walls (or braces) and moment resisting frames
\r\nhave been widely used to resist lateral forces during earthquakes. The
\r\ndual systems are designed to resist the total design lateral force in
\r\nproportion to their lateral stiffness. The response of combination of
\r\nbraces and shear walls has not yet been studied. The combination
\r\nmay prove to be more effective to resist lateral forces during
\r\nearthquakes. This concept has been applied to regular R.C.C.
\r\nbuildings provided with shear walls, braces and their combinations.<\/p>\r\n","references":"[1] Kappos, A. J. and Antoniadis, P., \u201cA contribution to seismic shear\r\ndesign of R\/C walls in dual structures\u201d Bulletin of Earthquake Engg.,\r\nVol. 5, pp. 443-466, 2007\r\n[2] Yoshimura, K. and Inoue, M., \u201cDynamic Analysis of Reinforced\r\nConcrete Frames with Shear walls\u201d, 7th World Conference Proceedings\r\nEarthquake Engg. Symposium London, Vol. 2, pp. 1178-1184, 1977.\r\n[3] Ashraf, M., Siddiqui, Z.A. and Javed, M. A., \u201cConfiguration of a\r\nmultistorey building subjected to Lateral Forces\u201d Asian Journal of Civil\r\nEngineering (Building and Housing), Vol. 9, No.5, pp. 525-537, 2008.\r\n[4] Rai, S. K., Prasad, J. and Ahuja, A. K., \u201cReducing Drifts and Damages\r\nin Tall Buildings by Shear Wall Panels\u201d National Conference on High-Rise Buildings : Materials and Practices, New Delhi, October 30-31,\r\n2006 pp 397-409, 2006.\r\n[5] Medhekar, M. S. and Jain S. K., \u201cSeismic Behaviour Design and\r\nDetailing of RC Shear Walls\u201d The Indian Concrete Journal, July-1993,\r\nPart-1, pp. 313-318 and September-1993, Part-II, pp. 451-456, 1993.\r\n[6] Wen, Y. K. and Song, S. H., \u201cStructural Reliability\/Redundancy under\r\nEarthquakes\u201d Journal of Structural Engg., pp. 56-67, January 2003.\r\n[7] Kapur, V. And Jain, A.K., \u201cSeismic Response of Shear wall Frames\r\nVersus Braced Concrete Frames\u201d, Indian Concrete Journal, April-1983,\r\npp.107-114, 1983.\r\n[8] Khaloo, A. R. and Mahdi, M. M., \u201cNonlinear Seismic Behaviour of RC\r\nFrames with RC Braces\u201d Asian Journal of Civil Engineering (Building\r\nand Housing), Vol. 9, No. 6, pp. 577-592, 2008\r\n[9] Desai, J. P., Jain, A. K. and Arya, A. S. , \u201cSeismic response of R.C.\r\nbraced frames\u201d, Computers and structures, Vol. 29, No. 4, pp. 557-568,\r\n1988\r\n[10] Maheri, M. R. and Sahebi, A.,\u201cUse of steel bracing in reinforced\r\nconcrete frames\u201d, Engineering Structures, Vol. 19, No. 12, pp. 1018-\r\n1024, 1997.\r\n[11] Hajirasouliha, I. and Doostan, A., \u201cA simplified model for seismic\r\nresponse prediction of concentrically braced frames\u201d, Advances in\r\nEngineering Software, Vol. 41, pp. 497\u2013505, 2010.\r\n[12] IS 1893-2002(Part I), \u201cIndian Standard-Criteria For Earthquake\r\nResistant Design of Structures\u201d, Bureau of Indian Standards New Delhi","publisher":"World Academy of Science, Engineering and Technology","index":"Open Science Index 98, 2015"}