LEADER 02455oam 2200613I 450 001 9910781938703321 005 20230802004342.0 010 $a0-429-09343-8 010 $a1-280-12167-X 010 $a9786613525536 010 $a1-4398-1583-6 024 7 $a10.1201/b11449 035 $a(CKB)2550000000075796 035 $a(EBL)827018 035 $a(SSID)ssj0000580487 035 $a(PQKBManifestationID)11374598 035 $a(PQKBTitleCode)TC0000580487 035 $a(PQKBWorkID)10601461 035 $a(PQKB)10250256 035 $a(MiAaPQ)EBC827018 035 $a(Au-PeEL)EBL827018 035 $a(CaPaEBR)ebr10521208 035 $a(CaONFJC)MIL352553 035 $a(OCoLC)772457418 035 $a(EXLCZ)992550000000075796 100 $a20180331d2012 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 00$aStructural damping $eapplications in seismic response modification /$fZach Liang. [et al.] 210 1$aBoca Raton :$cCRC Press,$d2012. 215 $a1 online resource (577 p.) 225 1 $aAdvances in earthquake engineering 300 $aA CRC title. 311 $a1-4398-1582-8 320 $aIncludes bibliographical references. 327 $apt. 1. Vibration systems -- pt. 2. Principles and guidelines for damping control -- pt. 3. Design of supplemental damping. 330 $aRapid advances have been made during the past few decades in earthquake response modification technologies for structures, most notably in base isolation and energy dissipation systems. Many practical applications of various dampers can be found worldwide and, in the United States, damper design has been included in building codes. The current design process is simple and useful for adding supplemental damping up to a reasonable level-but it is not as useful with higher levels of damping.Taking a different approach, Structural Damping: Applications in Seismic Response Modification considers th 410 0$aAdvances in earthquake engineering. 606 $aEarthquake resistant design 606 $aDamping (Mechanics) 615 0$aEarthquake resistant design. 615 0$aDamping (Mechanics) 676 $a624.1/762 701 $aLiang$b Zach$01527856 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910781938703321 996 $aStructural damping$93771120 997 $aUNINA