国家高新技术企业
杭州市西湖区优秀创新人才“325”计划入选单位
杭州市高层次人才项目

Effect of Embedment Length on Bond of 18 mm (0.7 in.) Strand by Pullout Test

Authors：Xin Jiang, John Cabage, Yuan Jing, Zhongguo John Ma, and Edwin G. Burdette

DOI：10.14359/51689442

Online：2017-05-01

Prediction of Stress in Bonded Strands at Flexural Strength

Authors：Jae-Hyun Park, Ho Park, and Jae-Yeol Cho

DOI：10.14359/51689440

Online：2017-05-01

Longitudinal Reinforcement Limits for Fiber-Reinforced Polymer Reinforced Concrete Members

Authors：Hogr Karim, M. Neaz Sheikh, and Muhammad N. S. Hadi

DOI：10.14359/51689439

Online：2017-05-01

Cyclic Loading Test for Reinforced Concrete Walls (Aspect Ratio 2.0) with Grade 550 MPa (80 ksi) Shear Reinforcing Bars

Authors：Jang-Woon Baek, Hong-Gun Park, Hyun-Mock Shin, and Sang-Jun Yim

DOI：10.14359/51689437

Online：2017-05-01

Rectangular Reinforced Concrete Columns Strengthened with Carbon Fiber-Reinforced Polymer Sheets Using Corner Strip-Batten Method

Authors：Alireza Saljoughian and Davood Mostofinejad

DOI：10.14359/51689566

Online：2017-05-01

Behavior of Reinforced Concrete Slabs under Low- Velocity Impact

Authors：Yao Xiao, Bing Li, and Kazunori Fujikake

DOI：10.14359/51689565

Online：2017-05-01

Efficiency of Various Punching Shear Reinforcement Systems for Flat Slabs

Authors：Josef Hegger, Alaa G. Sherif, Dominik Kueres, and Carsten Siburg

DOI：10.14359/51689434

Online：2017-05-01

Behavior of Post-Installed Anchors Tested by Stepwise Increasing Cyclic Crack Protocols

Authors：Christoph Mahrenholtz, Rolf Eligehausen, Tara C. Hutchinson, and Matthew S. Hoehler

DOI：10.14359/51689431

Online：2017-05-01

Experimental Behavior of High-Strength Concrete One- Way Slabs Subjected to Shock Loading

Authors：Ganesh Thiagarajan and Kristen Reynolds

DOI：10.14359/51689421

Online：2017-05-01

Extended Strip Model for Reinforced Concrete Slabs under Concentrated Loads

Authors：Eva O. L. Lantsoght, Cor van der Veen, Ane de Boer, and Scott D. B. Alexander

DOI：10.14359/51689462

Online：2017-03-01