| 000 | 02260camuuu200289 a 4500 | |
| 001 | 000000480689 | |
| 003 | OCoLC | |
| 005 | 19970509104156.0 | |
| 008 | 900808s1991 nyua b 001 0 eng | |
| 010 | ▼a 90046020 | |
| 015 | ▼a GB91-66906 | |
| 019 | ▼a 26255265 | |
| 020 | ▼a 0070023484 | |
| 040 | ▼a DLC ▼c DLC ▼d OCL ▼d XDM ▼d OCL ▼d UKM | |
| 049 | ▼a ACSL ▼l 421116098 | |
| 050 | 0 0 | ▼a TA642 ▼b .A75 1991 |
| 082 | 0 0 | ▼a 624.1/71 ▼2 20 |
| 090 | ▼a 624.171 ▼b A728m | |
| 100 | 1 | ▼a Armenakas, Anthony E. , ▼d 1924-. |
| 245 | 1 0 | ▼a Modern structural analysis: ▼b the matrix method approach / ▼c Anthony E. Armenakas. |
| 260 | ▼a New York : ▼b McGraw-Hill , ▼c c1991. | |
| 300 | ▼a xxxvi, 722 p. : ▼b ill. ; ▼c 24 cm. | |
| 504 | ▼a Includes bibliographical references and index. | |
| 505 | 0 | ▼a Framed structures -- Mechanics of materials theories -- Modern methods for analyzing framed structures -- The stiffness equations for an element -- Flexibility equations for an element -- The transformation matrix for an element -- Analysis of the restrained structure and computation of the equivalent actions -- The stiffness equations for framed structures -- Analysis of framed structures without skew supports using the direct stiffness method -- Analysis of structures having skew supports or other constraints by the direct stiffness method -- Procedure for programming the analysis of framed structures using the direct stiffness method. |
| 505 | 0 | ▼a (cont.) A method for obtaining the approximate response of elements of complex geometry and/or loading -- The method of substructures -- Procedure for analyzing a redesigned structure -- The equations of equilibrium and the equations of compatibility for structures subjected to equivalent actions on their nodes -- Computation of the components of displacements of the nodes of statically determinate framed structures -- Analysis of statically indeterminate structures using the modern flexibility method -- Derivation of the principle of virtual work -- Computation of the response of an element using the principle of virtual work -- Application of the principle of virtual work to the analysis of framed structures. |
| 650 | 0 | ▼a Structural analysis (Engineering) ▼x Matrix methods. |
| 653 | 0 | ▼a Structures ▼a Analysis ▼a Use of ▼a Computers |
소장정보
| No. | 소장처 | 청구기호 | 등록번호 | 도서상태 | 반납예정일 | 예약 | 서비스 |
|---|---|---|---|---|---|---|---|
| No. 1 | 소장처 과학도서관/Sci-Info(2층서고)/ | 청구기호 624.171 A728m | 등록번호 421116098 (2회 대출) | 도서상태 대출가능 | 반납예정일 | 예약 | 서비스 |