header
Image from OpenLibrary

Human comfort study of medium rise reinforced concrete buildings under wind excitations / Sharehan Harby Ali Elsherif ; Supervised Sherif Ahmed Mourad , Hatem Mostafa Mohamed , Maha Moddather Hassan

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Sharehan Harby Ali Elsherif , 2016Description: 71 P. : charts ; 30cmOther title:
  • دراسة راحة الانسان فى المبانى متوسطة الارتفاع من الخرسانه المسلحة تحت تأثير الرياح [Added title page title]
Subject(s): Available additional physical forms:
  • Issued also as CD
Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: Wind induced motion in buildings may result in excessive vibrations that hinder the usage of them. Traditionally, wind loads are represented as static forces acting on the building with increased magnitudes relative to its height. Consideration of human comfort limits is not a common practice for regular designers. A parametric study is conducted to investigate the effect of different parameters on the human comfort limits of medium rise buildings. The parameters include the used structural system, number of floors, and floor height. Total of 92 models are examined using linear static and dynamic analyses to determine the acceleration and drift values under wind loading. Static analysis as well as dynamic (time history) analyses are employed in the performed parametric study
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.M.Sc.2016.Sh.H (Browse shelf(Opens below)) Not for loan 01010110072940000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2016.Sh.H (Browse shelf(Opens below)) 72940.CD Not for loan 01020110072940000

Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering

Wind induced motion in buildings may result in excessive vibrations that hinder the usage of them. Traditionally, wind loads are represented as static forces acting on the building with increased magnitudes relative to its height. Consideration of human comfort limits is not a common practice for regular designers. A parametric study is conducted to investigate the effect of different parameters on the human comfort limits of medium rise buildings. The parameters include the used structural system, number of floors, and floor height. Total of 92 models are examined using linear static and dynamic analyses to determine the acceleration and drift values under wind loading. Static analysis as well as dynamic (time history) analyses are employed in the performed parametric study

Issued also as CD

There are no comments on this title.

to post a comment.