Structural Performance of Precast Floor Panel Using Oil Palm Shell Solid Waste-Reference-Cited by-同舟云学术

Structural Performance of Precast Floor Panel Using Oil Palm Shell Solid Waste

Published:2016-12 Issue:4 Volume:22 Page:
ISSN:1076-0342
Container-title:Journal of Infrastructure Systems
language:en
Short-container-title:J. Infrastruct. Syst.

Author:

Ng Chee Hiong¹,Mannan M. A.²,Kameswara Rao N. S. V.³

Affiliation:

1. Former, Ph.D. Scholar, Civil Engineering, Faculty of Engineering, Universiti Malaysia Sabah, Jalan UMS, 88400 Kota Kinabalu, Sabah, Malaysia (corresponding author).

2. Professor, Civil Engineering, Faculty of Engineering, Universiti Malaysia Sarawak, Jalan Datuk Mohammad Musa, 94300 Kota Samarahan, Sarawak, Malaysia.

3. Professor, Civil Engineering, Faculty of Engineering, Universiti Malaysia Sabah, Jalan UMS, 88400 Kota Kinabalu, Sabah, Malaysia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29IS.1943-555X.0000317

Reference49 articles.

1. ACI (American Concrete Institute). (2008). “Building code requirements for structural concrete (ACI 318-08) and commentary.” ACI 318 Detroit.

2. Ductility behaviour of reinforced palm kernel shell concrete beams;Alengaram U. J.;Eur. J. Sci. Res.,2008

3. Effect of compressive strength and tensile reinforcement ratio on flexural behavior of high-strength concrete beams

4. ASTM. (1999a). “Standard specification for chemical admixtures for concrete.“ ASTM C494 West Conshohoken PA.

5. ASTM. (1999b). “Standard specification for lightweight aggregates for structural concrete.” ASTM C330 West Conshohoken PA.

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