Xulosa: Xulosamni mazmuni shundan iboratki zilzila buladiga joylarda bino yoki inshoat qurishda uning yer tuzilishiga qarash kerak.Gruntlarning qattiq yoki yumshoqligi uning zinchligi ko’rish kerak. Binoni qurish uchun uning katlavanini qozishga etibor beramiz uning betonini quyish 3 xil bo’ladi. 1:xamma joyiga quyish; 2;adelni qilib quyish; 3:stakan qilib quyish Zilzilaviy hududlarda quriladiga binoni armaturasiga etibor beramiz 7,8 balli zilzilaga 10lik armaturadan foydalanamiz 9 yoki undan ortiq zilzilaraga armaturalarning qalinligi xam oshib boradi. Smentlarning markasiga etibor qaratamiz qum shag’alarining kattaliga qarashimiz shart. Tavsiya etiladigan adabiyotlar 1. Hugo Bachmann Seismic Conceptual Design of Buildings – Basic principles for engineers, architects, building owners, and authorities/ BWG, Biel, Bern 2003- 81 р.
2. David Scott, Awards Juror Laing O’RourkeMegatruss Seismic Isolation Structure as used in Nakanoshima Festival Tower, Osaka, Japan - http://www.ctbuh.org/Awards/AllPastWinners/13_MegatrussSeismicIsolationStructure/tabid/ 4664/language/en-US/Default.aspx
3. M. Sarkisian, P. Lee, E. Long, D. Shook & A. Daz Experiences with Friction PendulumТМ seismic isolation in California/Earthquake Resistant Engineering Structures IX,USA, 2013 - 359-363р.
ETIBORINGIZ UCHUN RAXMAT!