✦ LIBER ✦

Response of suspension bridges to travelling earthquake excitations: Part II-lateral response

✍ Scribed by Ahmed M. Abdel-Ghaffar; Richard G. Stringfellow

Book ID: 103635803
Publisher: Elsevier Science
Year: 1984
Weight: 720 KB
Volume: 3
Category: Article
ISSN: 0261-7277
DOI: 10.1016/0261-7277(84)90002-0

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Response of suspension bridges to travel

Response of suspension bridges to travelling earthquake excitations: Part I. Vertical response

✍ Ahmed M. Abdel-Ghaffar; Richard G. Stringfellow 📂 Article 📅 1984 🏛 Elsevier Science ⚖ 936 KB

DISTURBANCE REJECTION CONTROL OF BRIDGE

DISTURBANCE REJECTION CONTROL OF BRIDGE RESPONSE TO EARTHQUAKE EXCITATION

✍ FADALI, M. S.; EL-ZAYYAT, K.; MARAGAKIS, E. 📂 Article 📅 1996 🏛 John Wiley and Sons 🌐 English ⚖ 606 KB

In this paper, a new disturbance rejection controller is used to improve the response of a bridge during the application of environmental excitations. The controller combines global linearization of a non-linear bridge model and robust controller design to achieve its objectives. The resulting contr

Response of plates with unconstrained la

Response of plates with unconstrained layer damping treatment to random acoustic excitation, part II: Response evaluation

✍ C.V. Ramachandra Reddy; N. Ganesan; B.V.A. Rao; S. Narayanan 📂 Article 📅 1980 🏛 Elsevier Science 🌐 English ⚖ 873 KB

ANALYTICAL SOLUTION OF THE DYNAMIC RESPO

ANALYTICAL SOLUTION OF THE DYNAMIC RESPONSE OF SUSPENSION BRIDGE TOWER–PIER SYSTEMS WITH DISTRIBUTED MASS TO BASE EXCITATION

✍ C.J. YOUNIS; D.E. PANAYOTOUNAKOS 📂 Article 📅 2000 🏛 Elsevier Science 🌐 English ⚖ 263 KB

The response of a tower}pier system with distributed mass, along the tower, to harmonic ground excitation is studied. The system rests on viscoelastic soil, the sti!ness and damping of which are duly taken into account. The action of the suspension bridge cables is represented by an equivalent horiz

A WAVENUMBER APPROACH TO MODELLING THE R

A WAVENUMBER APPROACH TO MODELLING THE RESPONSE OF A RANDOMLY EXCITED PANEL, PART II: APPLICATION TO AIRCRAFT PANELS EXCITED BY A TURBULENT BOUNDARY LAYER

✍ C. MAURY; P. GARDONIO; S.J. ELLIOTT 📂 Article 📅 2002 🏛 Elsevier Science 🌐 English ⚖ 407 KB

Part I of this paper has shown the suitability of wavenumber}frequency approach in the calculation of the vibro-acoustic response of a thin ba%ed plate to a large class of random excitations. Part II describes the application of this formulation to the prediction of the vibration and the acoustic ra

Parametric study on the dynamic response

Parametric study on the dynamic response of cable stayed bridges to the sudden failure of a stay, Part II: Bending moment acting on the pylons and stress on the stays

✍ C.M. Mozos; A.C. Aparicio 📂 Article 📅 2010 🏛 Elsevier Science 🌐 English ⚖ 979 KB

The limit state of failure of a stay is one of the accidental events that must be considered in the design of cable stayed bridges. The existing recommendations propose a static analysis with a dynamic amplification factor, D.A.F., of 2.0 for evaluating the response of the bridge to this accidental