Earthquake response of semi-rigid supported single storey frames modeled as continuous system

Structural Engineering and Mechanics

Volumn 25, Issue 6, 2007, Pages 767-770

  Demirdaǧ, Oktay ^a   Çatal, Hikmet Hüseyin ^b  

^a PAMUKKALE UNIVERSITY   (Turkey)

^b DOKUZ EYLUL UNIVERSITY   (Turkey)

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY CONDITIONS; COMPUTER PROGRAMMING; EARTHQUAKE EFFECTS; LAGRANGE MULTIPLIERS; MATHEMATICAL MODELS; MATHEMATICAL TRANSFORMATIONS; STRUCTURAL FRAMES;

EARTHQUAKE RESPONSE; ENERGY RELATIONS; LANGRANGE'S EQUATIONS; ROTATORY INERTIA; STOREY FRAMES;

SPECTRUM ANALYSIS;

EID: 33947668755     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.2007.25.6.767     Document Type: Article

References (3)

1. Demirdaǧ, O. (2005), "Obtaining nonlinear response spectrum of semi-rigid supported frames", Ph.D. Thesis, The Graduate School of Natural and Applied Sciences, Dokuz Eylul University, İzmir, Turkey.
2. Güler, K. (1996), "Effect of soil flexibility on free vibrations of tower-like structures", Proc. of the I. Symposium on Mathematical & Computational Applications, Turkey.
3. Michaltsos, G.Th. and Ermopoulos, J.Ch. (2001), "Dynamic response of column bases", Eng. Struct., 23, 58-71.