LEADER 00793nam0-22002891i-450- 001 990002569880403321 035 $a000256988 035 $aFED01000256988 035 $a(Aleph)000256988FED01 035 $a000256988 100 $a20000920d1964----km-y0itay50------ba 101 0 $aENG 200 1 $aFoundation of general Topology$fWilliam J. Pervin. 210 $aNew York$cAcademic Press$d1964. 215 $axi, 209 p.$d24 cm 610 0 $aGeometria, Topologia 676 $a516 700 1$aPervin,$bWilliam J.$048348 801 0$aIT$bUNINA$gRICA$2UNIMARC 901 $aBK 912 $a990002569880403321 952 $aMXXVI-D-1$b030655$fMAS 952 $aMXXVI-D-21$b034295$fMAS 959 $aMAS 996 $aFoundation of general Topology$9436503 997 $aUNINA DB $aING01 LEADER 04944nam 2200613 a 450 001 9910456222003321 005 20200520144314.0 010 $a0-7844-7327-7 035 $a(CKB)2480000000004951 035 $a(EBL)3115503 035 $a(SSID)ssj0000672878 035 $a(PQKBManifestationID)11443389 035 $a(PQKBTitleCode)TC0000672878 035 $a(PQKBWorkID)10636309 035 $a(PQKB)11716121 035 $a(MiAaPQ)EBC3115503 035 $a(Au-PeEL)EBL3115503 035 $a(CaPaEBR)ebr10475960 035 $a(OCoLC)922966006 035 $a(EXLCZ)992480000000004951 100 $a20110623d2010 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aImproving the seismic performance of existing buildings and other structures$b[electronic resource] $eproceedings of the 2009 ATC & SEI Conference on Improving the Seismic Performance of Buildings and Other Structures, December 9-11, 2009, San Francisco, California /$forganized by Applied Technology Council, the Structural Engineering Institute (SEI) of the American Society of Civil Engineers ; edited by Barry Goodno 210 $aReston, Va. $cAmerican Society of Civil Engineers$d2010 215 $a1 online resource (1459 pages) 300 $aDescription based upon print version of record. 311 $a0-7844-1084-4 320 $aIncludes bibliographical references. 327 $a""Cover""; ""Contents""; ""Plenary Papers""; ""National Seismic Hazard and Riska???The Problem""; ""Performance-Based Seismic Upgrade of Building Structural Systems: A 2020 Vision""; ""Progress of Seismic Rehabilitation of Buildings in the U.S.""; ""Analysis and Rehabilitation Case Studies 1""; ""Case Studies in Seismic Evaluation and Rehabilitation""; ""Seismic Assessment and Retrofit of BART Parking Structures""; ""Seismic Assessment and Retrofit of Engineering Systems in Wellington Hospitalsa???A Case Study"" 327 $a""Seismic Evaluation and Rehabilitation of a Three Story Pre-Northridge Steel Frame Essential Service Facility""""Seismic Rehabilitation of an Existing Braced Frame Hospital Building by Direct Replacement with Buckling-Restrained Braces""; ""Seismic Upgrade of a 15-Story Steel Moment Frame Buildinga???Satisfying Performance Criteria with Application of Experimental and Analytical Procedures""; ""ASCE 41 Case Studies""; ""Evaluation of the ASCE 41 Linear Elastic Procedure for Seismic Retrofit of Existing Structures: Pros and Cons of the Method"" 327 $a""Immediate Occupancy Seismic Upgrade of an Operating High-Tech Manufacturing Facility""""Nonlinear Analysis of Pre-Northridge Steel High-Rise Building Using Modal-Pushover-Based Ground Motion Scaling Procedure""; ""Seismic Rehabilitation of Santa Monica Place Mall Based on ASCE 41""; ""Seismic Mitigation Program Case Studies""; ""Observations from California's Unreinforced Masonry and Public School Programs and the California Multi-Hazard Mitigation Plan""; ""Risk Based Seismic Evaluation of Pre-1973 Hospital Buildings Using the HAZUS Methodology"" 327 $a""Seismic Analysis and Retrofit of Existing Department of Defense Structures in Accordance with the Unified Facilities Criteria""""The Policy Problem of Non-Ductile Concrete Buildings in Los Angeles: Costly Earthquakes, Uncertain Owners""; ""Analysis and Rehabilitation Case Studies 2""; ""Incremental Seismic Rehabilitation and Cost-Benefit Studies""; ""Financial Benefit of Retrofitting Seismic-Risk Buildings with Passive Control Devices""; ""Incremental Seismic Rehabilitation of Buildings"" 327 $a""Integrated Incremental Seismic Rehabilitation: A Practical Approach to Reducing Risk in Existing Vulnerable Buildings""""Preliminary Results of a Cost-Benefit Assessment of Replacing Seismically Vulnerable Non-Ductile Reinforced Concrete Frame Structures""; ""Roble Hall at Stanford University: A Case Study in the Evolution of Seismic Rehabilitation Standards""; ""Seismic Evaluation and Rehabilitation of School Buildings: An International Perspective""; ""High Performance Fiber Reinforced Concrete Jacketing in a Seismic Retrofitting Application"" 327 $a""Performance-Based Retrofit of School Buildings in British Columbia, Canada"" 606 $aEarthquake engineering$vCongresses 606 $aEarthquake resistant design$vCongresses 608 $aElectronic books. 615 0$aEarthquake engineering 615 0$aEarthquake resistant design 676 $a338.47624 701 $aGoodno$b Barry$0976206 712 02$aApplied Technology Council. 712 02$aStructural Engineering Institute. 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910456222003321 996 $aImproving the seismic performance of existing buildings and other structures$92223751 997 $aUNINA LEADER 01236nam a2200277 i 4500 001 991000084969707536 005 20020503113809.0 008 000427s1989 uk ||| | fre 020 $a0860546578 035 $ab10026435-39ule_inst 035 $aocm00000328$9ExL 040 $aDip.to Beni Culturali$bita 100 1 $aAurenche, Olivier$0157789 245 10$aNeolithisations :$bProche et Moyen Orient, Mediterranee orientale, Nord de l'Afrique, Europe meridionale, Chine, Amerique du Sud /$cOlivier Aurenche et Jacques Cauvin ed. 260 $aOxford :$bB.A.R.,$c1989 300 $a332 p. :$bill. ;$c31 cm 490 0 $aArchaeological series ;$v5 500 $aSul front. prima della collez.: Maison de l'Orient Mediterraneen (C.N.R.S. - Université Lumiere - Lyon 2), Lyon, France. Contiene bibliografia 650 4$aEtà neolitica 700 1 $aCauvin, Jacques$eauthor$4http://id.loc.gov/vocabulary/relators/aut$0487252 907 $a.b10026435$b17-02-17$c31-05-02 912 $a991000084969707536 945 $aLE001 L 51$g20011$i2001000003938$lle001$o-$pE0.00$q-$rl$s- $t0$u0$v0$w0$x0$y.i10029783$z31-05-02 996 $aNeolithisations$91444272 997 $aUNISALENTO 998 $ale001$b01-01-00$cm$da $e-$ffre$guk $h0$i1