header
Image from OpenLibrary

Dynamic analysis of highway bridges due to moving vehicles / Nasser Zaki Ahmed Abuelkasem ; Supervised Mohamed Ahmed Naiem Abdelmooty , Sherif Ahmed Mourad

By: Contributor(s): Material type: TextTextLanguage: eng. Publication details: Cairo : Nasser Zaki Ahmed Abuelkasem , 2009Description: 137P. : charts ; 30cmOther title:
  • التحليل الديناميكى لكبارى الطرق تحت تأثير المركبات المتحركة [Added title page title]
Subject(s): Available additional physical forms:
  • Issued also as CD
Dissertation note: Thesis (Ph.D.) - Cairo University - Faculty of Engineering- Department of Civil Engineering Summary: Vibration of bridge structure under the passage of vehicles is significant problem for bridge engineers.The current highway bridge design codes consider the dynamic effect of traffic loads using an empirical amplification factor called"impact factor".The factor includes in the code formula is a function of only the span length with no reference to other factors affecting the bridge dynamics
Tags from this library: No tags from this library for this title. Log in to add tags.
Star ratings
    Average rating: 0.0 (0 votes)
Holdings
Item type Current library Home library Call number Copy number Status Date due Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.Ph.D.2009.Na.D (Browse shelf(Opens below)) Not for loan 01010110050788000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.Ph.D.2009.Na.D (Browse shelf(Opens below)) 50788.CD Not for loan 01020110050788000

Thesis (Ph.D.) - Cairo University - Faculty of Engineering- Department of Civil Engineering

Vibration of bridge structure under the passage of vehicles is significant problem for bridge engineers.The current highway bridge design codes consider the dynamic effect of traffic loads using an empirical amplification factor called"impact factor".The factor includes in the code formula is a function of only the span length with no reference to other factors affecting the bridge dynamics

Issued also as CD

There are no comments on this title.

to post a comment.