✦ LIBER ✦

Concrete column design program

Publisher: Elsevier Science
Year: 1968
Tongue: English
Weight: 98 KB
Volume: 1
Category: Article
ISSN: 0010-4485
DOI: 10.1016/s0010-4485(68)80042-9

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Partial resistance factor design on stee

Partial resistance factor design on steel–concrete beam-columns

✍ Gail F. Kogut; Karen C. Chou 📂 Article 📅 2004 🏛 Elsevier Science 🌐 English ⚖ 287 KB

A single resistance factor is used in typical steel design recommended by the American Institute of Steel Construction. In most cases, the steel shapes are homogeneous and isotropic. Hence, a single resistance factor is sufficient. However, in the case of composite sections, such as concrete-encased

Incorporating codes of practice into rei

Incorporating codes of practice into reinforced concrete design programs

✍ R.J. Allwood; M.N. Case 📂 Article 📅 1984 🏛 Elsevier Science 🌐 English ⚖ 548 KB

Optimal design of prestressed concrete p

Optimal design of prestressed concrete pipes using linear programming

✍ M.C. Thakkar; J.K.Sridhar Rao 📂 Article 📅 1974 🏛 Elsevier Science 🌐 English ⚖ 439 KB

Minimum cost design of fibre-reinforced

Minimum cost design of fibre-reinforced concrete-filled steel tubular columns

✍ G.D. Hatzigeorgiou; D.E. Beskos 📂 Article 📅 2005 🏛 Elsevier Science 🌐 English ⚖ 567 KB

This paper studies the minimum cost design of fibre-reinforced concrete-filled steel tube columns. It takes into account the effects of confinement of concrete and its steel fibre reinforcement. The constraints of the optimum design, prescribed by the strength and stability requirements, are adopted

Optimum design of prestressed concrete s

Optimum design of prestressed concrete slabs using primal geometric programming

✍ S. Ramamurthy 📂 Article 📅 1978 🏛 John Wiley and Sons 🌐 English ⚖ 859 KB

Ten concrete column repair methods

✍ JoséL. Ramírez 📂 Article 📅 1996 🏛 Elsevier Science 🌐 English ⚖ 683 KB