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pretty simple check stresses in walls, if they are more than modulus of rupture they are cracked, use 0.35 otherwise they are un-cracked so use 0.7. Then iterate. Cracked walls will be in high rise with more seismic loads. See above.1 point
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Multi Tower Seismic Analysis
Howard Roark reacted to miqureshi77 for a topic
You need to provide expansion joint at podium near to all three tower and analyze them separately. Because each tower has different time period Based on there geometry and loading so the lateral forces will be different1 point -
Ubc Vs Ibc-2003 (For Seismic Calculations)
WR1 reacted to zenith.international for a topic
I will develop the Text for KBCA bylaws to replace the current clause in Chapter 11 of KBCA by laws. In the mean while need volunteers to develop list of Enginners with email addresses so the revised Text can be sent to them and they Endorse it. We start with local Bodies, like KBCA and then towards PEC for revising the Building Code of Pakistan Seismic Provisions 2007. Prof.Dr. Shoaib Ahmad1 point
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