LEADER 02664oam 2200565M 450 001 9910716282203321 005 20200213071018.8 035 $a(CKB)5470000002519300 035 $a(OCoLC)1065665617 035 $a(OCoLC)995470000002519300 035 $a(EXLCZ)995470000002519300 100 $a20071213d1926 ua 0 101 0 $aeng 135 $aurcn||||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aLeases on oil lands. Communication from the President of the United States transmitting supplemental estimate of appropriations for the fiscal year ending June 30, 1927, to enable the chief executive to continue the institution and prosecution of suits to cancel certain leases of oil lands and incidental contracts, and for other purposes. March 26, 1926. -- Referred to the Committee on Appropriations and ordered to be printed 210 1$a[Washington, D.C.] :$c[U.S. Government Printing Office],$d1926. 215 $a1 online resource (2 pages) 225 1 $aHouse document / 69th Congress, 1st session. House ;$vno. 282 225 1 $a[United States congressional serial set ] ;$v[serial no. 8579] 300 $aBatch processed record: Metadata reviewed, not verified. Some fields updated by batch processes. 300 $aFDLP item number not assigned. 606 $aContracts 606 $aMisconduct in office 606 $aPolitical corruption 606 $aOil and gas leases 606 $aProsecution 606 $aTeapot Dome Scandal, 1921-1924 606 $aCost 608 $aLegislative materials.$2lcgft 615 0$aContracts. 615 0$aMisconduct in office. 615 0$aPolitical corruption. 615 0$aOil and gas leases. 615 0$aProsecution. 615 0$aTeapot Dome Scandal, 1921-1924. 615 0$aCost. 701 $aCoolidge$b Calvin$f1872-1933.$01386178 712 02$aUnited States.$bPresident (1923-1929 : Coolidge) 712 02$aUnited States.$bDepartment of the Treasury.$bBureau of the Budget (1921-1939) 801 0$bWYU 801 1$bWYU 801 2$bOCLCO 801 2$bOCLCQ 906 $aBOOK 912 $a9910716282203321 996 $aLeases on oil lands. Communication from the President of the United States transmitting supplemental estimate of appropriations for the fiscal year ending June 30, 1927, to enable the chief executive to continue the institution and prosecution of suits to cancel certain leases of oil lands and incidental contracts, and for other purposes. March 26, 1926. -- Referred to the Committee on Appropriations and ordered to be printed$93541425 997 $aUNINA LEADER 02833oam 2200457 450 001 9910299480303321 005 20190911112725.0 010 $a3-319-01802-7 024 7 $a10.1007/978-3-319-01802-7 035 $a(OCoLC)860834705 035 $a(MiFhGG)GVRL6WUD 035 $a(EXLCZ)992670000000429050 100 $a20130715d2014 uy 0 101 0 $aeng 135 $aurun|---uuuua 181 $ctxt 182 $cc 183 $acr 200 10$aStructural dynamics /$fEinar N. Strommen 205 $a1st ed. 2014. 210 1$aCham [Switzerland] :$cSpringer,$d2014. 215 $a1 online resource (xvii, 510 pages) $cillustrations (some color) 225 1 $aSpringer Series in Solid and Structural Mechanics,$x2195-3511 ;$v2 300 $a"ISSN: 2195-3511." 311 $a3-319-01801-9 320 $aIncludes bibliographical references and index. 327 $aBasic Theory -- One And Two Degree OF Freedom Systems -- Eigan value Calculations Of Continuous Systems -- The Finite Element Method In Dynamics -- The Normal Mode Method -- Frequency And Time Domain Response Calculations Dynamic Response Earthquake Excitation -- Wind Induced Dynamic Response Calculations -- Damping Rectangular Plates -- Moving Load Of Beams -- Basic Theory Of Stochastic Processes -- Time Domain Simulations -- Element Properties. 330 $aThis book introduces to the theory of structural dynamics, with focus on civil engineering structures that may be described by line-like beam or beam-column type of systems, or by a system of rectangular plates. Throughout this book the mathematical presentation contains a classical analytical description as well as a description in a discrete finite element format, covering the mathematical development from basic assumptions to the final equations ready for practical dynamic response predictions. Solutions are presented in time domain as well as in frequency domain. Structural Dynamics starts off at a basic level and step by step brings the reader up to a level where the necessary safety considerations to wind or horizontal ground motion induced dynamic design problems can be performed. The special theory of the tuned mass damper has been given a comprehensive treatment, as this is a theory not fully covered elsewhere. For the same reason a chapter on the problem of moving loads on beams has been included. 410 0$aSpringer series in solid and structural mechanics ;$v2. 606 $aStructural dynamics 615 0$aStructural dynamics. 676 $a620 676 $a624.1 676 $a624.171 700 $aStrømmen$b Einar N$4aut$4http://id.loc.gov/vocabulary/relators/aut$0481177 801 0$bMiFhGG 801 1$bMiFhGG 906 $aBOOK 912 $a9910299480303321 996 $aStructural dynamics$9254710 997 $aUNINA