Viability of Core-outrigger systems for tall buildings in the areas of high seismic risk скачать в хорошем качестве

Viability of Core-outrigger systems for tall buildings in the areas of high seismic risk

The content deals with the misconceptions regarding the applicability of core-outrigger structural system in the area of high seismic risk. Design related issues and concerns such as weak story, soft story, strong-column weak-beam and connection strength regarding the outriggers is discussed. Pics used from following sources Weak Story, LomaPrieta-Marina By J.K. Nakata, United States Geological Survey - httppubs.usgs.govddsdds-29web_pagessf.html, httppubs.usgs.govddsdds-29tifimg0007.tif, Public Domain, httpscommons.wikimedia.orgwindex.phpcurid=3888784 Observed Seismic Behavior of Buildings in Northern Pakistan During the 2005 Kashmir Earthquake; May 2010 Earthquake Spectra 26(2); DOI: 10.1193/1.3383119 Application of Post-Installed Anchors for Seismic Retrofit of RC Beam-Column Joints: Design Method Conference: Ninth Pacific Conference on Earthquake Engineering, April 14-16, 2011At: Aukland, New Zealand Outrigger system analysis and design under time‐dependent actions for super‐tall steel buildings by Baoyi Fang, Xin Zhao and Juyun Yuan Xiaoping Wu (2018) Analysis of outrigger‐braced reinforced concrete supertall buildings: Core‐supported and tube‐in‐tube lateral systems by Rabee Kafina and Juan Sagaseta (2018) https://m.blog.naver.com/PostView.nhn... Seismic analysis of high-rise mega-braced frame-core buildings from Engineering Structures by E.Brunesi, R.Nascimbene and L.Casagrande https://theconstructor.org/exclusive/...