نتایج جستجو برای: Stiffness Deterioration

تعداد نتایج: 75555  

Journal: :international journal of civil engineering 0
h. liu tsinghua univ j. guo research institute of highway ministry transport, beijing, 100088, china j. guo research institute of highway ministry transport, beijing, 100088, china zh. hou central research institute of building and construction co., ltd., mcc, beijing 100023, china y. shi tsinghua univ

self-centering pier (scp) has been viewed as a remarkable accomplishment which is able to sustain major lateral loading with reduced structure damage in seismic engineering. stiffness deterioration observed in experiment is vital for the seismic performance of self-centering concrete pier. in this contribution, the associated stiffness deterioration with respect to the structural damage is mode...

Journal: :civil engineering infrastructures journal 0
mohsenali shayanfar center of excellence for fundamental studies in structural engineering, school of civil engineering, iran university of science and technology mehrollah rakhshanimehr department of civil engineering, university of alzahra, tehran, iran reza zare bidoki center of excellence for fundamental studies in structural engineering, school of civil engineering, iran university of science and technology

nonlinear static procedure (nsp) is a common technique to predict seismic demands on various building structures by subjecting a monotonically increasing horizontal loading (pushover) to the structure. therefore, the pushover analysis is an important part of each nsp. accordingly, the current paper aims at investigating the efficiencyof various algorithms of lateral load patterns applied to the...

2014
Filipe L. A. Ribeiro Andre R. Barbosa Michael H. Scott Luis C. Neves

The use of empirically calibrated moment-rotation models that account for strength and stiffness deterioration of steel frame members is paramount in evaluating the performance of steel structures prone to collapse under seismic loading. These deterioration models are typically used as zero-length springs in a concentrated plasticity formulation; however, a calibration procedure is required whe...

Journal: :international journal of civil engineering 0
t. dahlberg professor, department of mechanical engineering

the track stiffness experienced by a train will vary along the track. sometimes the stiffness variation may be very large within a short distance. one example is when an unsupported sleeper is hanging in the rail. track stiffness is then, locally at that sleeper, very low. at insulated joints the bending stiffness of the rail has a discontinuity implying a discontinuity also of the track stiffn...

The roles of the several parameters that influences railway track deterioration most, are examined in this research with a view to make railway track maintenance more effective and cost efficient. The results presented are based on a comprehensive study of railway track degradation on super structure, sub-structure and geometrical aspects. The changes in TQI (Track Quality Index), the track set...

Journal: :Hypertension 2008
Michael F O'Rourke

Brain Microbleeds, Amyloid Plaques, Intellectual Deterioration, and Arterial Stiffness To the Editor: The article by Henskens et al1 on brain microbleeds supports a view2 that cerebral microvascular disease in hypertensive patients is responsible for intellectual deterioration and is caused by abnormal flow pulsations extending into the small cerebral vessels as a consequence of aortic stiffeni...

2014
Moatasem M. Fayyadh H. Abdul Razak

Health monitoring of engineering structures has gained a lot of interest over the last few years. Many engineering structures suffer damage and deterioration when exposed to various loading and environmental changes during their lifetime. This seriously affects structural performance and may even lead to catastrophic structural failures. Thus, inspection and testing of structural components for...

ژورنال: Journal of Railway Research 2014
Giannakos, Konstantinos,

During the study for the dimensioning as well as the selection of the individual materials constituting a railway track, the ballast and the substructure present residual deformations, directly related to the deterioration of the geometry of the track. The slighter the residual deformations and the slower their alteration over time is, the better the quality of the track. The actions acting ...

نمودار تعداد نتایج جستجو در هر سال

با کلیک روی نمودار نتایج را به سال انتشار فیلتر کنید