|
|
|
|
|
Mengqi Chen, Jingyang Xia, Ruoyun Huang and Weiguo Fang
As the core process of case-based reasoning (CBR), case retrieval is the foundation for CBR success, and the quality of case retrieval depends on the case similarity measure. We improved the CBR system for aeroengine fault diagnosis by embedding the atti...
ver más
|
|
|
|
|
|
|
|
|
|
|
Ekkachai Yooprasertchai, Yonlada Tiawilai, Theerawee Wittayawanitchai, Jiranuwat Angsumalee, Panuwat Joyklad and Qudeer Hussain
Experimental evidence have proved that punching shear capacity of flat slabs deteriorate with the presence of openings located within the critical perimeter around columns. It is understood that this deterioration varies inversely with the distance of op...
ver más
|
|
|
|
|
|
|
|
|
|
|
Stefano Zaffagnini, Angelo Boffa, Luca Andriolo, Davide Reale, Maurizio Busacca, Alessandro Di Martino and Giuseppe Filardo
Different surgical procedures have been proposed over the past few years to treat cartilage lesions. The aim of this study was to compare mosaicplasty and matrix-assisted autologous chondrocyte transplantation (MACT) at long-term follow-up. Forty-three p...
ver más
|
|
|
|
|
|
|
|
|
|
|
Chun-Liang Lu, Tsun-Chen Lin
Pág. 53 - 57
In recent years, support vector machine (SVM) based on empirical risk minimization is supervised learning model which has been successfully used in the classification and regression. The standard soft-margin SVM trains a classifier by solving an optimiza...
ver más
|
|
|
|
|
|
|
|
|
|
|
Ada Bina Avizan, Koespiadi Koespiadi
Pág. 1 - 10
|
|
|
|
|
|
|
|
|
|
|
Juan José Hernández Santana
Pág. 15 - 21
The 1999 version of ACI code - 318 introduced a new approach for the verification of cracking in reinforced concrete elements in bending, which radically changes the past practice of conditioning the good performance under service loads to the opening of...
ver más
|
|
|
|
|
|
|
|
|
|
|
Á. Vilanova,J. Fernández,G. Agranati
Pág. 43 - 55
El presente trabajo de investigación tiene como finalidad estudiar la aplicabilidad de los modelos de cálculo del ACI-08, Eurocódigo 2 y de la EHE-08 utilizados para la estimar las propiedades mecánicas del hormigón convencional, en el hormigón autocompa...
ver más
|
|
|
|
|
|
|
|
|
|
|
Francisco Aguirre,Sebastián Ontiveros,Alejandra Orellana
Con el crecimiento acelerado de las resistencias del hormigón a compresión, es necesario considerar modelos de cálculo de las estructuras rigurosos. Las normas de cálculo de estructuras de hormigón armado tienen sus modelos matemáticos basados principalm...
ver más
|
|
|
|
|
|
|
|
|
|
|
Endah Safitri, Ridan Adi Kusworo and Stefanus Adi Kristiawan
Repair materials have been developed in this research by adding micro-synthetic fibers in cement-based mortar. In addition, accelerator is incorporated in the mortar to obtain high early strength of the repair materials. Their shrinkage behavior is of in...
ver más
|
|
|
|
|
|
|
|
|
|
|
Sudarno Tampubolon
Pág. 56 - 63
Pertemuan antara balok-kolom pada beton bertulang merupakan bagian dari struktur yang sangat kritis bila terjadi gempa bumi. Hal ini dapat terjadi karena balok-kolom menerima gaya geser yang besar dan sering tidak diberi pendetailan yang baik. Studi anal...
ver más
|
|
|
|
|
|
|
|
|
|
|
Hassan Bashir Ibrahim, Caren Ouma, Jeremiah O. Koshal
Pág. 15 - 24
The aim of this study was to examine the effect of audit committee independence (ACI) on the financial performance of insurance firms in Kenya. The study analyzed data from the 55 insurance firms licensed by the Insurance Regularity Authority (IRA) in Ke...
ver más
|
|
|
|
|
|
|
|
|
|
|
Gideon Hadi Kusuma
Pág. pp. 9 - 21
In partially prestressed concrete, crack width is rarely calculated. The crack width was controlled only by limiting the steel stress. This paper introduced crack width calculations which has been developed in America (ACI). The calculations show that fa...
ver más
|
|
|
|
|
|
|
|
|
|
|
Carlos Videla, Cristián Gaedicke
Pág. Page 64 - 77
In this research, the most important properties of HPC were analyzed. The study was focused on HPC with specified28 days compressive cylindrical strengths between 60 to 110 MPa and made with locally available materials: RapidHardening Portland Blast Furn...
ver más
|
|
|
|
|
|
|
|
|
|
|
Julistiono Handojo,Handoko Sugiharto
Pág. pp. 51 - 58
The use of structural concrete in Madura increases with the development of the island, however coarse and fine aggregates which are used, mostly come from Jawa. This research explores the possibility of using the coarse aggregates from Madura taken from ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Bambang Sabariman,Rachmat Purwono,Priyosulistyo Priyosulistyo
Pág. pp. 7 - 14
Conduit (pipes) in reinforced concrete columns is still used to date. ACI 318M-95 code limits the hole up to maximum 4% of the column cross sectional area. If the percentage is more than 4%, its effect toward its strength should be considered. But the Co...
ver más
|
|
|
|
|
|
|
|
|
|
|
Roberto Serrano-López, Agustín Gómez-Sáez, Vanesa Ortega López, Juan Manuel Manso Villalaín
La introducción de la norma EHE-08 ha llevado consigo varios cambios, tanto conceptuales como paramétricos, en diferentes aspectos de su articulado. Este artículo busca ofrecer una ayuda al proyectista de hormigón, facilitándolelos cálculos previos a la ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Dong-Hwan Kim, Min-Jun Kim, Min-Su Jo, Hyeong-Gook Kim, Yeo-Jin Yoon and Kil-Hee Kim
This study aimed to evaluate the flexural behavior characteristics of prestressed concrete hollow-core slabs (HCSs) through bending experiments. Six specimens were used as variables, both with and without reinforced concrete, in the HCS. A four-point loa...
ver más
|
|
|
|
|
|
|
|
|
|
|
Kyong Min Ro, Min Sook Kim, Chang Geun Cho and Young Hak Lee
In modular structures, prefabricated modular units are joined at the construction site. Modular structures must ensure splicing performance by connecting modular units sufficiently. The bolted connection using steel plates may suffer from alignment issue...
ver más
|
|
|
|
|
|
|
|
|
|
|
Sang-Woo Kim
This study proposes a method for predicting the deflection of shear-critical reinforced concrete (RC) beams. Shear deterioration of shear-critical RC beams occurs before flexural yielding. After shear deterioration occurs in the shear-critical RC beams, ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Soetânia Santos de Oliveira,Amaury de Souza,Marcel Carvalho Abreu,José Francisco de Oliveira Júnior,Guilherme Henrique Cavazzana
This study examined the ENSO and Rain Anomaly Index in Mato Grosso do Sul state using rainfall data from 32 sites obtained from the National Water Agency through its web platform (www.hidroweb.ana.gov.br). Annual totals were compared with ENSO occurrence...
ver más
|
|
|
|
|
|