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ACI Structural Journal

ISSN: 0889-3241

官网: https://www.concrete.org/publications/acistructuraljournal.aspx

出版商: ACI

Description:

This peer-reviewed journal continues the publishing tradition the Institute started in 1904. Information published in ACI Structural Journal includes: structural design and analysis of concrete elements and structures, research related to concrete elements and structures, design and analysis theory, and related ACI standards and committee reports.

Title Scholar cited Year Review Cycle Accept Cycle

Punching and Lateral Cyclic Behavior of Slab-Column Connections with Shear Bands

Authors：Thomas H.-K. Kang, Ju Dong Lee, Bum Sik Lee, Min-Jun Kim, and Kil-Hee Kim

DOI：10.14359/51689780

Online：2017-09-01

- 2017 - -

Reinforced Concrete Shear Design: Shortcomings and Remedy

Authors：Michael D. Kotsovos

DOI：10.14359/51689682

Online：2017-07-01

- 2017 - -

Interface Model for Bond-Slip and Dowel-Action Behavior

Authors：Alexandra Kottari, Marios Mavros, Juan Murcia-Delso, and P. Benson Shing

DOI：10.14359/51689870

Online：2017-07-01

- 2017 - -

Beam Experiments on Acceptance Criteria for Bridge Load Tests

Authors：Eva O. L. Lantsoght, Yuguang Yang, Cor van der Veen, Ane de Boer, and Dick A. Hordijk

DOI：10.14359/51689786

Online：2017-07-01

- 2017 - -

Shear Behavior of Squat Heavyweight Concrete Shear Walls with Construction Joints

Authors：Ju-Hyun Mun, Keun-Hyeok Yang, and Jin-Kyu Song

DOI：10.14359/51689785

Online：2017-07-01

- 2017 - -

Shear Strength of Reinforced Limestone Aggregate Concrete Beams

Authors：Kenichiro Nakarai, Yuko Ogawa, Kenji Kawai, and Ryoichi Sato

DOI：10.14359/51689725

Online：2017-07-01

- 2017 - -

Influence of Width-to-Effective Depth Ratio on Shear Strength of Reinforced Concrete Elements without Web Reinforcement

Authors：Antonio Conforti, Fausto Minelli, and Giovanni A. Plizzari

DOI：10.14359/51689681

Online：2017-07-01

- 2017 - -

Behavior of Curved Post-Tensioned Concrete Structures without Through-Thickness Reinforcement

Authors：Jongkwon Choi, Clint R. Woods, Trevor D. Hrynyk, and Oguzhan Bayrak

DOI：10.14359/51689783

Online：2017-07-01

- 2017 - -

Cyclic Loading Test for Walls of Aspect Ratio 1.0 and 0.5 with Grade 550 MPa (80 ksi) Shear Reinforcing Bars

Authors：Jang-Woon Baek, Hong-Gun Park, Jae-Hoon Lee, and Chang-Joon Bang

DOI：10.14359/51689680

Online：2017-07-01

- 2017 - -

Health Study of Reinforced Concrete Test Bridge with Pier Damage

Authors：Steven B. Worley and Elizabeth K. Ervin

DOI：10.14359/51689724

Online：2017-07-01

- 2017 - -