Add to ORKGAs a sequel to the first large database created at Northwestern University in 1978, this paper presents a further enlargement of the database, comprising 621 creep tests and 490 shrinkage tests. This database significantly extends the 1993 RILEM database, which contains 518 creep tests and 426 shrinkage tests. This new, conveniently computerized database will make possible more realistic verification and calibration of creep prediction models for design, provided that a proper unbiased statistical technique, compensating for inevitable strong statistical bias in the distribution of data, is employed. The database can be downloaded freely from the Web sit
Recent comparisons with numerous data on excessive multi-decade deflections of segmentally erected p...
An analysis of 69 recorded bridge deflection histories reveals that the existing formulations for th...
To improve the sustainability of concrete infrastructure, engineers face the challenge of incorporat...
Abstract: As a sequel to the first large database created at Northwestern University in 1978, the pa...
The first large worldwide database of creep and shrinkage tests was assembled at Northwestern Univer...
To facilitate the calculation of creep and shrinkage properties needed for analyzing the creep and s...
Modeling the shrinkage and creep of concrete is a demanding task due to the large number and high co...
Creep and shrinkage database of laboratory tests, covering mostly concrete and also mortars and past...
This paper presents: (1) statistical justification and calibration of model B4 using laboratory cree...
Synopsis: The present paper ∗ presents in chapter 1 a model for the character-ization of concrete cr...
The multi-decade creep and shrinkage prediction for modern high–performance concretes poses a signif...
The pursuit of new material and structural analysis models for creep and shrinkage of concrete has l...
An extensive experimental database consisting of 2838 shrinkage data points and 3598 creep data poin...
ABSTRACT Several models for the prediction of creep and shrinkage of concrete are compared statistic...
The original publication is available at the publisher’s web site: http://link.springer.com/article/...
Recent comparisons with numerous data on excessive multi-decade deflections of segmentally erected p...
An analysis of 69 recorded bridge deflection histories reveals that the existing formulations for th...
To improve the sustainability of concrete infrastructure, engineers face the challenge of incorporat...
Abstract: As a sequel to the first large database created at Northwestern University in 1978, the pa...
The first large worldwide database of creep and shrinkage tests was assembled at Northwestern Univer...
To facilitate the calculation of creep and shrinkage properties needed for analyzing the creep and s...
Modeling the shrinkage and creep of concrete is a demanding task due to the large number and high co...
Creep and shrinkage database of laboratory tests, covering mostly concrete and also mortars and past...
This paper presents: (1) statistical justification and calibration of model B4 using laboratory cree...
Synopsis: The present paper ∗ presents in chapter 1 a model for the character-ization of concrete cr...
The multi-decade creep and shrinkage prediction for modern high–performance concretes poses a signif...
The pursuit of new material and structural analysis models for creep and shrinkage of concrete has l...
An extensive experimental database consisting of 2838 shrinkage data points and 3598 creep data poin...
ABSTRACT Several models for the prediction of creep and shrinkage of concrete are compared statistic...
The original publication is available at the publisher’s web site: http://link.springer.com/article/...
Recent comparisons with numerous data on excessive multi-decade deflections of segmentally erected p...
An analysis of 69 recorded bridge deflection histories reveals that the existing formulations for th...
To improve the sustainability of concrete infrastructure, engineers face the challenge of incorporat...