Effects of near‐fault ground motions on the nonlinear dynamic response of base‐isolated r.c. framed buildings

Abstract

SUMMARYNear-fault ground motions are characterized by long-period horizontal pulses and high values of the ratio between the peak value of the vertical acceleration, PGA V , and the analogous value of the horizontal acceleration, PGA H , which can become critical for base-isolated (BI) structures. The objective of the present work is to check the effectiveness of the base isolation of framed buildings when using HighDamping-Rubber Bearings (HDRBs), taking into consideration the combined effects of the horizontal and vertical components of near-fault ground motions. To this end, a numerical investigation is carried out with reference to BI reinforced concrete buildings designed according to the European seismic code (Eurocode 8). The design of the test structures is carried out in a high-risk region considering (besides the gravity loads) the horizontal seismic loads acting alone or in combination with the vertical ones and assuming different values of the ratio between the vertical and horizontal stiffnesses of the HDRBs. The nonlinear seismic analysis is performed using a step-by-step procedure based on a two-parameter implicit integration scheme and an initial-stress-like iterative procedure. At each step of the analysis, plastic conditions are checked at the potential critical sections of the girders (i.e. end sections of the sub-elements in which a girder is discretized) and columns (i.e. end sections), where a bilinear moment-curvature law is adopted; the effect of the axial load on the ultimate bending moment (M-N interaction) of the columns is also taken into account. The response of an HDRB is simulated by a model with variable stiffness properties in the horizontal and vertical directions, depending on the axial force and lateral deformation, and linear viscous damping.

Residual Load Capacity of Fire-Damaged Rubber Bearings for R.C. Base-Isolated Buildings Subjected to Near-Fault Earthquakes

“…end sections). A two-spring-two-dashpot model is adopted for modelling the coupling of horizontal and vertical responses for HDLRBs [22]. Moreover, LRBs are idealized by means of a two-component model, comprising an elastic-perfectlyplastic component and an elastic component, based on a bilinear force-displacement law.…”

Effects of Near-Fault and Far-Fault Ground Motions on Seismic Performance of 5-Story R/C Building

“…[10] faya yakın bir bölgede olduğu düşünülen farklı kat sayısına sahip bitişik binaların etkilerini incelemişlerdir. Mazza ve Vulcano [11] yaptıkları çalışmada yakın fay yer hareketlerinin yatay ve düşey bileşenlerini dikkate alarak taban izolasyonlu betonarme çerçeveli binaların doğrusal olmayan dinamik tepkileri üzerine etkilerini incelemişlerdir.…”

Static calculation of bearing construction elements taking into account physical nonlinearity

“…Program complexes of the "average" class (Lyre, MicroFE, etc.) are simpler in mastering for ordinary engineers, but do not allow to look through in details as set initial parameters of calculations (for example, diagram of concrete deformation and algorithms of the account of crack formation), and results of calculation (for example, crack formation on height of the element) [4][5][6]. That is, the given program complexes hide necessary options and target parameters that does not allow from the user high-grade to verify results of the executed calculations.…”