✦ LIBER ✦

Nonlinear static analysis of reinforced concrete frames by network models

✍ Scribed by Panagis G. Papadopoulos

Publisher: Elsevier Science
Year: 1988
Weight: 792 KB
Volume: 10
Category: Article
ISSN: 0141-1195
DOI: 10.1016/0141-1195(88)90010-1

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Nonlinear analysis of reinforced concret

Nonlinear analysis of reinforced concrete frames

✍ Cheng-Tzu Thomas Hsu; M.Saeed Mirza; C.S.Sunny Sea 📂 Article 📅 1981 🏛 Elsevier Science 🌐 English ⚖ 472 KB

An improved nonlinear analysis of reinfo

An improved nonlinear analysis of reinforced concrete frames

✍ H.A.S. Rasheed; K.S. Dinno 📂 Article 📅 1994 🏛 Elsevier Science 🌐 English ⚖ 877 KB

A nonlinear model for static and dynamic

A nonlinear model for static and dynamic transverse load analysis of reinforced concrete highway bridges

✍ M. Saiidi; J.D. Hart; B.M. Douglas 📂 Article 📅 1987 🏛 Elsevier Science 🌐 English ⚖ 900 KB

Nonlinear analysis of reinforced concret

Nonlinear analysis of reinforced concrete hyperboloid cooling towers—I. Material model, finite element model and validation

✍ S. Gopalakmshnan; S.V.Krishna Mohan Rao; T.V.S.R.Appa Rao 📂 Article 📅 1993 🏛 Elsevier Science 🌐 English ⚖ 901 KB

Nonlinear finite element analysis of rei

Nonlinear finite element analysis of reinforced and prestressed concrete slabs with reinforcement (inclusive of prestressing steel) modelled as discrete integral components

✍ G. Sathurappan; N. Rajagopalan; C.S. Krishnamoorthy 📂 Article 📅 1992 🏛 Elsevier Science 🌐 English ⚖ 890 KB

Development of seismic fragility surface

Development of seismic fragility surfaces for reinforced concrete buildings by means of nonlinear time-history analysis

✍ D. M. Seyedi; P. Gehl; J. Douglas; L. Davenne; N. Mezher; S. Ghavamian 📂 Article 📅 2009 🏛 John Wiley and Sons 🌐 English ⚖ 494 KB

## Abstract Fragility curves are generally developed using a single parameter to relate the level of shaking to the expected structural damage. The main goal of this work is to use several parameters to characterize the earthquake ground motion. The fragility curves will, therefore, become __surfac