Behaviour of laced curved concrete-filled steel tubular members subjected to axial compression
Hits:
Affiliation of Author(s):土木工程学院 Journal:Applied Mechanics and Materials Funded by:自选课题 Key Words: Laced curved concrete-filled steel tubular members, numerical analysis, machanical behaviour, load-carrying capacity Abstract:Laced curved concrete-filled steel tubular (CCFST) member is an attractive proposition to be widely used in large-span space structures for economic and aesthetic purposes. A finite element model (FEM) was developed to perform an analysis on the full-range load versus deformation curves of laced CCFST members under axial compression to make it possible for proposing the further practical design. Indexed by:Essay collection Document Code:5333 Volume:204-208 Page Number:949-953 Number of Words:1 ISSN No.:1002-8499 Translation or Not:no Date of Publication:2012-08-10 -
|
 PostalAddress:7c764a541171e84af0fd6ab2f4725fdbdd539ce045d3c4020b8a275d3698eb5a8d57031e86c81e31571fb458197dda9f33f4896590d8d14cb7c5af9f8a3ba864e544fa68da5a95081df5f7296b403271ac6d53003fa2678fbbe10df66332c24d2691877615019f5915b9b7a42e23f90a762aa9d8a95468fbb482d2f40e485e5e OfficePhone:926e865dc1fd83a7c8935cab682b61e8e8f0c4beb8184458bf814341299451d8a619f9167714ca544caa83c5c688fc635c94dfc9ef38a1cb098c96f71c26e122b80b1e40aa8ea71e5b3255f5a169a2a2066436353064ae2dfad0ab0a2c76d18ad50542287a9358b4a837222e3b69d9d0e9891a75c913aa5e0f188775fb02d1f8 email:3530c56620ad7908aef1124fd15e29fb01d1fd415120e084f90e6afd7fa2ee0ba6fb1ba01e80fdaa7dfd616f2b4c806dd95e81569c200125107866939788d81f5e21759cb1392bafc875e8d681338b59e49f865c75bc5e81268fa3ed3c541f651d793906703db1e84e732371748f62e97ebe571b88b2bbab3b4f7d847dabb612
|
MOBILE Version