| contributor author | Shlomo Ginsburg | |
| contributor author | Uri Kirsch | |
| date accessioned | 2017-05-08T20:50:42Z | |
| date available | 2017-05-08T20:50:42Z | |
| date copyright | June 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-9445%281983%29109%3A6%281490%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29024 | |
| description abstract | Some aspects of analysis and design of protective structures are discussed. It is demonstrated that parametric analyses can be used to obtain an approximate model for reanalysis. The latter describes the major phenomena involved in the problem; i.e., those that most influence the design variables. Examples are used to describe the approximations, and an optimization approach is suggested. The suggested design process is based on a multilevel scheme involving a few separate design spaces, each of which contains a class of variables of the same type. The variables are classified as cross‐sectional, structures dimensions, and relative location (distances) variables. Using equivalent charge, ideal load histories and response functions, and the multilevel scheme methods of optimization for each level are chosen. Examples are used to test the suggested approach, which is shown to supply an efficient design tool. Also included is a discussion of possible further use of the approach for different problems. | |
| publisher | American Society of Civil Engineers | |
| title | Design of Protective Structures Against Blast | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 6 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1983)109:6(1490) | |
| tree | Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 006 | |
| contenttype | Fulltext | |