| contributor author | Toshitsugu Saka | |
| contributor author | Yoshiya Taniguchi | |
| date accessioned | 2017-05-08T20:54:24Z | |
| date available | 2017-05-08T20:54:24Z | |
| date copyright | January 1992 | |
| date issued | 1992 | |
| identifier other | %28asce%290733-9445%281992%29118%3A1%2852%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/31258 | |
| description abstract | The effective strength of “square‐and‐diagonal” double‐layer grids constructed by a bolted jointing system is derived in this paper; and is defined as the strength represented in terms of the stress resultants in a continuum plate and determined by periodic modes of elastic buckling under a uniform stress state without an overall buckling deformation. The effective bending strength of the grid is derived under the equivalent stress state | |
| publisher | American Society of Civil Engineers | |
| title | Effective Strength of 'Square‐and‐Diagnonal' Double‐Layer Grid | |
| type | Journal Paper | |
| journal volume | 118 | |
| journal issue | 1 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1992)118:1(52) | |
| tree | Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 001 | |
| contenttype | Fulltext | |
