The three-dimensional structure of an unusually active hydrolytic antibody with a phosphonate transition state analog (hapten) bound to the active site has been solved to 2.5 A resolution. The antibody (17E8) catalyzes the hydrolysis of norleucine and methionine phenyl esters and is selective for amino acid esters that have the natural alpha-carbon L configuration. A plot of the pH-dependence of the antibody-catalyzed reaction is bell-shaped with an activity maximum at pH 9.5; experiments on mechanism lend support to the formation of a covalent acyl-antibody intermediate. The structural and kinetic data are complementary and support a hydrolytic mechanism for the antibody that is remarkably similar to that of the serine proteases. The antibody active site contains a Ser-His dyad structure proximal to the phosphorous atom of the bound hapten that resembles two of the three components of the Ser-His-Asp catalytic triad of serine proteases. The antibody active site also contains a Lys residue to stabilize oxyanion formation, and a hydrophobic binding pocket for specific substrate recognition of norleucine and methionine side chains. The structure identifies active site residues that mediate catalysis and suggests specific mutations that may improve the catalytic efficiency of the antibody. This high resolution structure of a catalytic antibody-hapten complex shows that antibodies can converge on active site structures that have arisen through natural enzyme evolution.

Crystallization of macromolecules for structural studies has long been a hit-or-miss process. The crystallization of hexanucleotides as Z-DNA was studied, and it was shown that the cation concentration for crystal formation could be predicted from solvation free energy (SFE) calculations. Solution studies on the conformation and solubilities of the hexanucleotides showed that a critical concentration of the DNA in the Z-conformation must be present in solution to effect crystallization. The SFE calculations therefore predict the propensity of the hexanucleotides to adopt the left-handed conformation and the driving force required to reach this critical concentration relative to the intrinsic solubility of Z-DNA for crystallization.

The variable-region peptide sequence and steady-state kinetic behavior are compared for a family of catalytic antibodies that arose from the same immune response to a transition-state analog. The crystal structure of the most catalytically active member of the family (17E8) has been solved to 2.5 A resolution and shows that the antibody active site contains a SerH'"-HisH35 (H = heavy chain) catalytic dyad analogous to-the Ser-His-Asp catalytic triad of serine proteases. The variable-region peptide sequence of the next most active antibody (29G11) differs from that of 17E8 by nine heavy-chain point mutations, and results from computer modeling suggest that the three-dimensional structure of 29G11 is similar to that of 17E8. In addition, 29G11 is an efficient catalytic antibody; it possesses 26% of the hydrolytic activity of 17E8. There is one active-site mutation in 29G1l compared to 17E8; position 99 of the heavy chain of 29G11 contains a glycine residue in place of the nucleophilic serine at this position in 17E8. Consistent with this mutation, results from pH-rate studies and hydroxylamine partitioning experiments indicate that in contrast to the catalytic mechanism of 17E8, the mechanism of 29G11-catalyzed esterolysis does not feature nucleophilic catalysis.

As a new type of bridge structure system, the single side suspension bridge with curved decks has the characteristics of typical special-shaped bridge structure, and its forces are relatively complex. The slings are usually fragile components, and the breakage of the slings will affect the safety of the whole bridge structure. Based on a single side curved suspension bridge, the static and dynamic nonlinear models of the bridge were established by using ANSYS general finite element software. Based on the analysis of the parameters, the reasonable values of failure time of sling, the damping ratio of the bridge structure, the effect of the broken sling on the residual internal force, the tensile force of the main cable, the bending moment of the main beam and the vertical displacement are discussed. The results show that the effect of sling breakage increases with the decrease of sling failure time and structural damping ratio, and the effect of sling breakage on the internal force of the main cable is small, but it will cause a rapid increase of the internal force of the adjacent slings on the same side and the main beam.