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We consider the a group (with 34 individuals) discussion processes, and assume that (a) each member is presented with an issue on which opinions could range from −10 to 10 uniformly, (b) independently form an initial opinion on the issue.
Then, a simple method to calculate the stress in external tendons for continuous beams with or without symmetrical loading from the deformation of the strengthened member is presented and discussed.
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In Fig. 9 the ability of the method also in finding damage in the column member are presented.
In this study, an analytical expression of tension stiffening model for reinforced concrete members is presented.
A space frame structure assembled by pultruded circular hollow section (CHS) GFRP members is presented.
An automated method for grouping discrete structural members is presented in this paper.
An analytical model to predict strand slips within both transmission and anchorage lengths in pretensioned prestressed concrete members is presented.
In this contribution, a finite element methodology devised to simulate the structural deterioration of corroded reinforced concrete members is presented.
Experimental and numerical investigation of cold-formed lean duplex stainless steel flexural members is presented in this paper.
A macroscopic finite element model for tracing the fire response of reinforced concrete (RC) structural members is presented.
An alignment and the relationships of representative Class II eIF4E-family members is presented in Figure 7A and 7B, respectively.
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