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Feasibility Study of Parameter Identification Method Based on Symbolic Time Series Analysis and Adaptive Immune Clonal Selection Algorithm
Structural Health Monitoring Clonal Selection Algorithm Symbolic Time Series Analysis Adaptive Immune Building Structures
2013/1/31
The feasibility of a parameter identification method based on symbolic time series analysis (STSA) and the adaptive immune clonal selection algorithm (AICSA) is studied. Data symbolization by using ST...
A practical design method for reinforced concrete structures with viscous dampers
Viscous damper Design method Reinforced concrete structure Wenchuan Earthquake
2014/4/10
As a result of the 2008 Wenchuan Earthquake, the Chinese government issued a modified seismic code with increased protection categories and seismic intensities. According to the new code, a lot ...
Method for Bubbledeck Concrete Slab with Gaps
concrete slab spherical bubbles reinforcement process optimized
2010/8/18
The composite slabs are made of BubbleDeck type slab elements with spherical gaps, poured in place on transversal and longitudinal directions. By introducing the gaps leads to a 30...50\% lighter slab...
THE SECOND ORDER MANIFOLD METHOD WITH SIX NODE TRIANGLE MESH
manifold method second-order stress distribution large deformation
2009/1/5
The manifold method is a recently developed numerical procedure. Based on the original first-order Manifold Method, the second-order one together with corresponding computational code is developed in...
A METHOD FOR CRACK WIDTH EVALUATION OF CONTINUOUS COMPOSITE GIRDER BRIDGES ACCOUNTING FOR SHEAR-LAG
continuous composite bridge crack width control effective width
2009/1/4
A numerical procedure for crack width evaluation of steel-concrete composite girder bridges under negative bending moment is proposed. The procedure is combination of 3-dimensional finite element (FE...
A METHOD FOR CRACK WIDTH EVALUATION OF CONTINUOUS COMPOSITE GIRDER BRIDGES ACCOUNTING FOR SHEAR-LAG
continuous composite bridge crack width control effective width
2008/12/31
A numerical procedure for crack width evaluation of steel-concrete composite girder bridges under negative bending moment is proposed. The procedure is combination of 3-dimensional finite element (FE...
NON-ITERATIVE CAPACITY SPECTRUM METHOD BASED ON EQUIVALENT LINEARIZATION FOR ESTIMATING INELASTIC DEFORMATION DEMANDS OF BUILDINGS
non-iterative capacity spectrum method equivalent linear method strength ratio evaluation of existing structures
2008/12/29
It is known that iterative procedures are always needed when the capacity spectrum methods based on the equivalent linear systems are employed to estimate the maximum deformation of existing structur...
PREDICTION METHOD FOR SEISMIC DAMAGE OF REINFORCED CONCRETE BRIDGE COLUMNS
bi-directional cyclic loading RC column members energy dissipation damage index
2008/12/29
This research aims to determine the effect of loading pattern on the damage of a reinforced concrete bridge column. Five specimens were tested with uni-directional or bi-directional cyclic loading pa...
EXTREMELY LOW CYCLE FATIGUE ASSESSMENT METHOD FOR UN-STIFFENED CANTILEVER STEEL COLUMNS
extremely low cycle fatigue steel columns crack initiation and propagation local strain approach
2008/12/17
This paper presents the results of un-stiffened cantilever column subjected to incremental or constant amplitude cyclic loading. The objectives of this study are to investigate the extremely low cycl...
Physical Model Method for Seismic Study of Concrete Dams
Concrete Dam Physical Model Earthquake Shaking table
2010/8/18
The study of the dynamic behaviour of concrete dams by means of the physical model method is very useful to understand the failure mechanism of these structures to action of the strong earthquakes. Ph...
期刊信息
篇名
A numerical method for the prediction of elastic modulus of concrete
语种
英文
撰写或编译
作者
C. Q. Li,郑建军,周欣竹,M. Mccarthy
第一作者单位
刊物名称
Magazine of Concrete Research,
页面
55(3): 257-266, 2003
出版日期
2003年
月...