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pulse-type excitations (26) 26
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Open Construction and Building Technology Journal, ISSN 1874-8368, 05/2017, Volume 11, Issue 1, pp. 217 - 236
Background: Although the dynamic response of rigid block-like structures standing free on a rigid foundation has been extensively studied to date, only a... 
Impact | Rocking | Seismic isolation | Pulse-type base excitation | Rigid block | Overturning
Journal Article
Earthquake Engineering & Structural Dynamics, ISSN 0098-8847, 07/2012, Volume 41, Issue 9, pp. 1301 - 1318
SUMMARY This paper investigates the seismic response of tall cantilever wall buildings subjected to pulse type ground motion, with special focus on the... 
near‐fault | structural walls | higher‐modes | tall buildings | pulse‐type ground motion | Near-fault | Higher-modes | Tall buildings | Pulse-type ground motion | Structural walls | near-fault | FRAME BUILDINGS | BEHAVIOR | FAULT GROUND MOTIONS | SHEAR DEMAND | CODE | ENGINEERING, CIVIL | pulse-type ground motion | ENGINEERING, GEOLOGICAL | SYSTEMS | EARTHQUAKE | higher-modes
Journal Article
Bulletin of the Seismological Society of America, ISSN 0037-1106, 02/2016, Volume 106, Issue 1, pp. 104 - 122
When a free-standing column with a given base becomes taller and taller, there is a competition between the increase in its size (more stable) and the increase... 
RECORDS | GEOCHEMISTRY & GEOPHYSICS | CYCLOIDAL PULSES | GROUND MOTIONS | RIGID BODIES | OSCILLATORS | BLOCKS | PULSE-TYPE EXCITATIONS | DIMENSIONAL RESPONSE
Journal Article
Earthquake Engineering & Structural Dynamics, ISSN 0098-8847, 02/2012, Volume 41, Issue 2, pp. 177 - 196
Journal Article
Journal of Engineering Mechanics, ISSN 0733-9399, 12/2015, Volume 141, Issue 12, p. 4015049
AbstractThis paper investigates the rocking response of a slender column that is vertically restrained with an elastic tendon that passes through its... 
Technical Papers | RECORDS | WAVELET ANALYSIS | DAMPERS | SEISMIC RESPONSE | PULSE-TYPE EXCITATIONS | DIMENSIONAL RESPONSE | SYSTEMS | RESPONSE ANALYSIS | SHAKING | FAULT GROUND MOTIONS | ENGINEERING, MECHANICAL | Mechanical properties | Elasticity | Columns | Moments of inertia | Research | Analysis
Journal Article
Earthquake Engineering & Structural Dynamics, ISSN 0098-8847, 03/2013, Volume 42, Issue 3, pp. 431 - 449
Journal Article
Journal of Engineering Mechanics, ISSN 0733-9399, 04/2015, Volume 141, Issue 4, p. 4014138
AbstractThe dynamic response of an elastic pounding oscillator subjected to harmonic excitation is investigated with dimensional analysis. To model the... 
Technical Papers | Elastic oscillator | Pounding | Earthquake engineering | Dimensional analysis | BRIDGES | DYNAMICS | PULSE-TYPE EXCITATIONS | EARTHQUAKE | IMPACTS | ENGINEERING, MECHANICAL | BUILDINGS | Viscoelasticity | Models | Research
Journal Article
Engineering Structures, ISSN 0141-0296, 10/2015, Volume 101, pp. 264 - 278
This paper deals with the estimation of maximum displacements in single-degree-of-freedom (SDOF) systems simulating typical steel structures by means of... 
Mean period | Earthquake displacement demands | Steel structures | Dimensional analysis | Self-similarity | RATIOS | DESIGN | BEHAVIOR | DEMANDS | DRIFT | ENGINEERING, CIVIL | SOFT SOIL SITES | BRACING MEMBERS | PULSE-TYPE EXCITATIONS | SYSTEMS | Steel | Analysis
Journal Article
Earthquake Engineering & Structural Dynamics, ISSN 0098-8847, 06/2009, Volume 38, Issue 7, pp. 867 - 886
In this paper the dynamic response of two and three pounding oscillators subjected to pulse‐type excitations is revisited with dimensional analysis. Using... 
unilateral contact | dimensional analysis | earthquake engineering | pounding | pounding of adjacent structures | Unilateral contact | Pounding | Earthquake engineering | Dimensional analysis | Pounding of adjacent structures | SOURCE GROUND MOTIONS | ENGINEERING, CIVIL | OSCILLATORS | BRIDGES | ENGINEERING, GEOLOGICAL | PULSE-TYPE EXCITATIONS | BUILDINGS
Journal Article
Archive of Applied Mechanics, ISSN 0939-1533, 10/2012, Volume 82, Issue 10-11, pp. 1497 - 1511
This paper investigates the problem of sizing the width of tall free-standing columns with a given height which are intended to rock, yet shall remain stable... 
Rocking | Stability | Earthquake engineering | Seismic design | Limit state analysis | SOURCE GROUND MOTIONS | RIGID BLOCKS | RECORDS | MECHANICS | PULSE-TYPE EXCITATIONS | DIMENSIONAL ANALYSIS
Journal Article
Engineering Structures, ISSN 0141-0296, 2007, Volume 29, Issue 1, pp. 21 - 32
This study encompasses the assessment of the equivalent linear (EL) analysis procedure for the design of seismic isolated bridges (SIB) subjected to near-fault... 
Near-fault | Nonlinear | Seismic isolation | Analysis | Effective damping | Bridge | Linear | near-fault | ENGINEERING, CIVIL | linear | PERFORMANCE | effective damping | PULSE-TYPE EXCITATIONS | DIMENSIONAL ANALYSIS | bridge | nonlinear | analysis | seismic isolation | School construction
Journal Article
Earthquake Engineering & Structural Dynamics, ISSN 0098-8847, 02/2006, Volume 35, Issue 2, pp. 233 - 250
This paper presents the effect of isolator and substructure properties as well as the frequency characteristics and intensity of the ground motion on the... 
non‐linear response | bridge | design | seismic isolation | energy | Design | Seismic isolation | Energy | Non-linear response | Bridge | ENGINEERING, CIVIL | ENGINEERING, GEOLOGICAL | non-linear response | PULSE-TYPE EXCITATIONS | DIMENSIONAL ANALYSIS
Journal Article
Earthquake Spectra, ISSN 8755-2930, 11/2006, Volume 22, Issue 4, pp. 887 - 907
This paper investigates the performance of seismic-Isolated bridges (SIBs) subjected to near-fault (NF) earthquakes with forward rupture directivity effect... 
ENGINEERING, GEOLOGICAL | PULSE-TYPE EXCITATIONS | DIMENSIONAL ANALYSIS | ENGINEERING, CIVIL
Journal Article
Soil Dynamics and Earthquake Engineering, ISSN 0267-7261, 2011, Volume 31, Issue 7, pp. 982 - 995
In this study, closed form equations as functions of the isolator, bridge and ground motion properties are formulated to calculate the optimum characteristic... 
DESIGN | GEOSCIENCES, MULTIDISCIPLINARY | PERFORMANCE | GROUND-MOTION | ENGINEERING, GEOLOGICAL | PULSE-TYPE EXCITATIONS | DIMENSIONAL ANALYSIS | ISOLATION SYSTEM
Journal Article
Journal of Structural Engineering, ISSN 0733-9445, 06/2010, Volume 136, Issue 6, pp. 690 - 699
Long-period pulse components in near-field ground motions have been known to cause significant damage to flexible structures. In this paper, an empirical mode... 
TECHNICAL PAPERS | Near-field ground motions | Empirical mode decomposition | Pulse-type excitations | ENGINEERING, CIVIL | DAMPERS | CONSTRUCTION & BUILDING TECHNOLOGY | SYSTEMS | HILBERT SPECTRUM | MODEL | Soil mechanics | Research | Decomposition (Mathematics)
Journal Article
Earthquake Engineering & Structural Dynamics, ISSN 0098-8847, 06/2008, Volume 37, Issue 7, pp. 1039 - 1063
In this paper the rocking response of slender/rigid structures stepping on a viscoelastic foundation is revisited. The study examines in depth the motion of... 
rocking | stepping bridges | viscoelastic foundation | overturning | seismic stability | uplifting | Viscoelastic foundation | Seismic stability | Uplifting | Rocking | Stepping bridges | Overturning | SOURCE GROUND MOTIONS | CRITERIA | MECHANISM | PIERS | DIMENSIONAL ANALYSIS | ENGINEERING, CIVIL | BLOCKS | ENGINEERING, GEOLOGICAL | PULSE-TYPE EXCITATIONS | BODIES | EARTHQUAKES
Journal Article
Engineering Structures, ISSN 0141-0296, 2007, Volume 29, Issue 5, pp. 763 - 775
In this paper, the efficiency of providing supplemental elastic stiffness to seismic-isolated bridges (SIBs) for reducing the isolator displacements while... 
Design | Seismic isolation | Near fault | Force | Stiffness | Nonlinear response | Damper | Displacement | damper | PERFORMANCE | near fault | DIMENSIONAL ANALYSIS | stiffness | DYNAMIC-RESPONSE | EARTHQUAKE GROUND MOTIONS | ENGINEERING, CIVIL | design | PULSE-TYPE EXCITATIONS | displacement | force | seismic isolation | nonlinear response
Journal Article