Ditapis dengan
Steel structures and timber structures : analysis, design and details of stru…
The book is intended for undergraduate and postgraduate civil engineering students and explains the principles for designing steel and timber structures, including their components like tension and compression members, beams, and connections, in accordance with relevant design codes. Target Audience: Civil and Structural Engineering undergraduate and postgraduate students. Subject Matter: An…
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- ISBN/ISSN
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- Deskripsi Fisik
- ix, 734 p. : ill. ;22 cm.
- Judul Seri
- -
- No. Panggil
- 624.17 VAZ s
Applied Plastic Design In Steel
"Applied Plastic Design" kemungkinan merujuk pada pendekatan atau strategi untuk mendesain, menerapkan, dan menggunakan plastik secara lebih berkelanjutan dan bertanggung jawab, termasuk upaya untuk menghilangkan atau mengurangi penggunaan plastik baru dari kemasan produk, sesuai dengan komitmen lingkungan perusahaan seperti Apple.
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- ISBN/ISSN
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- Deskripsi Fisik
- vii, 243 hlmn
- Judul Seri
- -
- No. Panggil
- 691 ROB a
Aseismic Design Analysis Of Buildings
This book was originally translated into English in 1963. Since that time, it has been used in xeroxed form as a training course text at the International Institute of Seismology and Earthquake Engineering (IISEE) in Tokyo. In the ten years since the HSEE was founded under the joint sponsorship of UNESCO and the Japanese government, it has provided intensive training for more than 250 students …
- Edisi
- Ed. 1, Cet. 1
- ISBN/ISSN
- 3052-1754-7924
- Deskripsi Fisik
- xiv, 361 hal.; ilus.; 18,7 x 26,5 cm
- Judul Seri
- -
- No. Panggil
- 624.17 KIY a
Airport: Planning & Design
Airport Planning And Design is a reference book that provides comprehensive input into the planning, design, and functionality of modern airports. It presents a variety of topics related to airports, such as their construction, obstructions, drainage systems, air traffic, terminals, and taxiways. This is the sixth edition of the book. It was published in 1999 by Nem Chand & Brothers.
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- Third
- ISBN/ISSN
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- Deskripsi Fisik
- ix+390 hlm.
- Judul Seri
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- No. Panggil
- 629.1 KHA a
Plastic Design Of Low-Rise Frames
Teknik desain plastik memiliki banyak keunggulan dibandingkan teknik desain elastis tradisional. Dengan penerbitan buku ini, desainer dan insinyur Amerika akan diberikan akses mudah ke perkembangan terbaru dalam teori dan praktek desain plastik.
- Edisi
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- ISBN/ISSN
- 0-246-11199-2
- Deskripsi Fisik
- 16.51 x 2.54 x 24.77 cm
- Judul Seri
- -
- No. Panggil
- 624.1 MRH p
Foundation Design
an iterative process involving critical estimations of bearing capacity and settlement, consideration of various load combinations, and the application of factors of safety, with modern methods like the LRFD (Load and Resistance Factor Design) method being key
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- ISBN/ISSN
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- Deskripsi Fisik
- 21 x 15 x 3 cm ( 466 Halaman )
- Judul Seri
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- No. Panggil
- 624.152 WAY f
Basic Steel Design
index : hlm. 347
- Edisi
- 2
- ISBN/ISSN
- 0-13-069344-8
- Deskripsi Fisik
- xiii, 352 hlm : ilus.; 21,2 x 15,5 cm; Abu
- Judul Seri
- -
- No. Panggil
- 624.182 JOH b
Design Of Prestressed Concrete Structures
Beton prategang (prestressed concrete) adalah jenis beton yang diberikan tegangan tekan internal buatan untuk mengimbangi tegangan tarik yang akan timbul akibat beban eksternal, sehingga meningkatkan kekuatan dan daya tahan struktur beton secara keseluruhan.
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- ISBN/ISSN
- 0-471-53566-4
- Deskripsi Fisik
- ix, 614 hlm
- Judul Seri
- -
- No. Panggil
- 693.542 LIN d
Design And Construction Of Concrete Shell Roofs
Struktur cangkang adalah pelat beton bertulang tipis dan melengkung. Karena kelengkungannya, struktur ini dapat, dengan ketebalan yang sama, membentang lebih jauh daripada pelat beton bertulang atau pelat lipat.
- Edisi
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- ISBN/ISSN
- -
- Deskripsi Fisik
- x, 641 hlm : ilus.; 23,3 x 15,8 cm; Hitam
- Judul Seri
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- No. Panggil
- 695 RAM d
Reinforced Concrete Slabs
indeks : hlm. 613
- Edisi
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- ISBN/ISSN
- 0-471-65915-0
- Deskripsi Fisik
- xvii, 618 hlm : ilus.; 22,3 x 15 cm; Merah
- Judul Seri
- -
- No. Panggil
- 624.1 PAR r
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