Code Requirements for Environmental Engineering Concrete Structures
The code and commentary includes excerpts from ACI 318M-02 that are pertinent to ACI 350M. The commentary discusses some of the considerations of Committee ACI 350 in developing "Code Requirements …
- Edisi
- Ed. 1, Cet. 1
- ISBN/ISSN
- 978-0-87301-297-7
- Deskripsi Fisik
- 483 hal.; ilus.; 20,2 x 27 cm.
- Judul Seri
- -
- No. Panggil
- R 691.3 AME c
Concrete Technology, Volume 2
It is hoped that this book together with Volume I will provide a complete treatise on the properties, behaviour and testing of concrete and its constituent materials, the production of concrete and…
- Edisi
- Ed. 1, Cet. 1
- ISBN/ISSN
- -
- Deskripsi Fisik
- 463 hal.; ilus.; 15,3 x 23,5 cm.; indeks.
- Judul Seri
- -
- No. Panggil
- 691.3 ORC c
Autogenous Deformation of Concrete
Autogenous deformation of concrete is the free deformation of sealed concrete at a constant temperature. A number of observed problems with early-age cracking of high- performance concrete can be a…
- Edisi
- Ed. 1, Cet. 1
- ISBN/ISSN
- 0-87031-143-3
- Deskripsi Fisik
- vi, 202 hal.; ilus.; 15 x 23 cm.; indeks.
- Judul Seri
- -
- No. Panggil
- 691.3 JEN a
RILEM Symposium Durability of Concrete 1969 Final Report Part 1
Large participation of specialists on the durability of concrete and concrete structures from whole the world and a wide exchange of ideas in the proceedings of the Symposium RILEM 1969 have proved…
- Edisi
- Ed. 1, Cet. 1
- ISBN/ISSN
- -
- Deskripsi Fisik
- 377 hal.; ilus.; 17,8 x 25 cm.
- Judul Seri
- -
- No. Panggil
- R 691.3 VAL r
Examination Subjects For Engineers and Builders: Reinforced Concrete Foundations
This book serves as a comprehensive resource for engineers and builders preparing for examinations related to reinforced concrete foundations. It covers essential topics such as design principles, …
- Edisi
- Ed. 1, Cet. 1
- ISBN/ISSN
- 0-7121-1855-1
- Deskripsi Fisik
- xviii, 206 hal.; ilus.; 14,5 x 22 cm.; indeks.
- Judul Seri
- -
- No. Panggil
- 624.153 BEL e
Design of Concrete Structures
This edition represents a substantial expansion as well as an update of the previous work. It maintains the same basic approach: first to establish a firm understanding of the behavior of reinforce…
- Edisi
- Ed. 11, Cet. 1
- ISBN/ISSN
- 0-07-046567-3
- Deskripsi Fisik
- xvii, 904 hal.; ilus.; 16,5 x 25,5 cm.; indeks.
- Judul Seri
- -
- No. Panggil
- 625.8 NIL d
Design of Reinforced Concrete Structures
Concrete reinforced by steel bars is called Reinforced Cement Concrete and is abbreviated as R.C.C. It is thus a rational combination of concrete and steel acting together. This combined action of …
- Edisi
- Ed. 1, Cet. 1
- ISBN/ISSN
- -
- Deskripsi Fisik
- xiv, 714 hal.; ilus.; 18 x 23,9 cm.; indeks.
- Judul Seri
- -
- No. Panggil
- 324.18 GUP d
Design of Concrete Structures
The thirteenth edition of the classic text, Design of Concrete Structures, is completely revised using the newly released 2002 American Concrete Institute (ACI) Code. This new edition has the same …
- Edisi
- Ed. 13, Cet. 1
- ISBN/ISSN
- 007-12360-5
- Deskripsi Fisik
- xvii, 779 hal.; ilus.; 20,1 x 25,5 cm.; indeks.
- Judul Seri
- -
- No. Panggil
- 624.1 NIL d
Recent Advances in Concrete Technology: Proceedings Ninth CANMET/ACI Internat…
The Canada Centre for Mineral and Energy Technology (CANMET) of Natural Resources of Canada, Ottawa, ON, Canada, has played a significant role for more than 40 years in the broad area of concrete t…
- Edisi
- Ed. 9, Cet. 1
- ISBN/ISSN
- 978-0-87031-235-9
- Deskripsi Fisik
- v, 144 hal.; ilus.; 15,2 x 23,5 cm.; indeks.
- Judul Seri
- -
- No. Panggil
- R 168 MAL r
Recent Advances in Concrete Technology and Sustainability Issues: Proceedings…
The book Recent Advances in Concrete Technology and Sustainability Issues by Pawan R. Gupta, Terence C. Holland, and V.M. Malhotra discusses the latest developments in concrete technology, along wi…
- Edisi
- Ed. 1, Cet. 1
- ISBN/ISSN
- 978-0-87031-334-9
- Deskripsi Fisik
- viii, 302.; hal.; 15,6 x 23,6 cm.; indeks.
- Judul Seri
- -
- No. Panggil
- R 691.3 GUP r
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