referring to fig1 a and 1b , a prior art leg assembly 112 is shown . the configuration shown in fig1 a and 1b is that of u . s . pat . no . 4 , 696 , 604 to finn , et al . a space frame 114 comprising support legs 122 rests on the sea floor 118 . drive piles 136 are engaged by drive pile sleeves 142 . ( the upper portions of the compliant tower structure are not shown ). as those of skill in the art will recognize , drive piles 136 are usually connected to drive pile sleeves 142 by grouting , although other well known connection methods , such as swage connections , may be also used . shear plates 144 provide a connection between drive pile sleeves 142 and flex legs 124 . flex legs 124 are laterally constrained relative to support legs 122 via upper coupler 146 and lower coupler 147 . upper coupler 146 and lower coupler 147 are vertically located at levels intermediate plan levels 116 of the space frame 114 . upper coupler 146 and lower coupler 147 are provided to place the flex legs 124 in a symmetric array about support legs 122 , and to balance the large , force - induced moments cause by the eccentricity of the drive piles 136 and flex legs 124 . upper coupler 146 and lower coupler 147 hang from flex legs 124 and slide vertically on support legs 122 . forces in flex legs 124 can vary significantly , twisting upper coupler 146 and lower coupler 147 relative to support legs 122 and subjecting upper coupler 146 and lower coupler 147 to binding at support legs 122 . additionally , upper coupler 146 and lower coupler 147 restrain relative vertical movement of flex legs 124 , reducing the effectiveness of flex legs 124 . as reflected in fig1 b , when the compliant tower tilts in response to environmental forces , drive piles 136 are subjected to reaction forces , as will be flex piles 124 . the resultant bending of drive piles 136 and flex piles 124 results in the relative lateral movement of the longitudinal axes of drive piles 136 and flex piles 124 . shear plates 144 cannot preclude this movement , because ( as reflected in fig1 c and 1d ), reaction force r 136 causes bending force m in the shear plate 144 . bending force m is thus transmitted to flex leg 124 , causing reaction forces r 146 and r 147 to develop at upper coupler 146 and lower coupler 147 , respectively . referring to fig1 c , unbalanced reaction forces r 146 and r 147 resulting from the interaction of upper coupler 146 and lower coupler 147 with flex leg 124 are shown graphically . the cause of the bending of the flex leg 124 in this manner is a rotational bending force m , which is translated through shear plate 144 from drive pile sleeve 142 and drive pile 136 , which experiences reaction force r 136 . fig1 d graphically depicts the corresponding bending force 150 in the flex leg 124 as this bending occurs in the flex leg 124 . referring again to fig1 a , the result of such unbalanced forces is large bending forces in the flex legs 124 between upper coupler 146 and lower coupler 147 , and excessive wear in the flex legs 124 where they are attached to the support legs above and below upper coupler 146 and lower coupler 147 . additionally , these problems require that the flex legs 124 and drive piles 136 of this prior art embodiment must be in a symmetric array around the support legs 122 , forcing a complicated and expensive fabrication and assembly process , as one set of flex leg 124 and drive pile 136 must be located in the structural interior of space frame 114 . those of skill in the art will recognize that the spacing between the flex legs 124 and drive piles 136 is severely limited because the moment in the flex legs 124 is directly proportional to this spacing . as a result , the ability to increase the leverage of the drive piles 136 is very limited . referring now to fig2 , a compliant tower 10 comprising an embodiment of the leg assembly of the present invention is shown . compliant tower 10 includes a substantially stiff slender space frame 12 extending from the sea floor 20 to a level approximately fifteen meters above the water surface 22 . the space frame 12 comprises steel tubular members , with essentially vertical support legs 14 . support legs 14 extend to the sea floor 20 . compliant tower 10 supports topsides drilling and production facilities 16 . drilling equipment 19 extends from topsides drilling and production facilities 16 through the sea floor 20 . referring to fig2 - 5 , leg assemblies 23 of the present invention are provided at each of the support legs 14 . in a preferred embodiment , the leg assemblies 23 comprise a drive pile 24 , a drive pile sleeve 26 , a drive pile sleeve receptacle 27 , a lateral support connection 29 ( in the preferred embodiment comprising upper lateral support frame 28 and lower lateral support frame 30 ), shear plate 32 , flex leg receptacle 34 , flex leg 36 , and flex leg guides 42 . flex leg 36 comprises a lower section 38 and an upper section 40 . in a preferred embodiment , each leg assembly 23 comprises a plurality of drive piles 24 and of flex legs 36 . moreover , the leg assembly of the present invention may be constructed with more drive piles 24 than flex legs 36 , or equal numbers of each , or with more flex legs 36 than drive piles 24 . referring to fig3 , an example of four leg assemblies 23 of the present invention , each connected to one support leg 14 of a space frame 12 , is shown . those of skill in the art will recognize that conductor guide 18 provides vertical guidance for drilling equipment ( 19 of fig2 ). lower lateral support frames 30 tie space frame 12 to each of drive pile sleeve receptacles and flex leg receptacles 34 . lower lateral support frames 30 are preferably joined to space frame 12 at a horizontal level with the interior cross bracing 13 of space frame 12 . similarly , upper lateral support frame 28 ( fig2 ) is preferably joined to space frame 12 at a higher horizontal point , again level with the interior cross bracing 13 of space frame 12 . together , upper lateral support frame 28 and lower lateral support frame 30 comprise lateral support connection 29 . however , those of skill in the art will recognize that , although this embodiment is preferred , a single connection to space frame 12 could be engineered in a manner to support upper and lower attach points to leg assembly 23 , or three or more connections to space frame 12 could be used to support upper and lower attach points to leg assembly 23 . thus it will be understood that the spirit of the invention is satisfied by providing two , vertically separated , lateral support points in the leg assembly 23 . the number of flex legs 36 is preferably fewer than the number of drive piles 24 . upper and lower lateral support frames 28 and 30 prevent load induced moments from developing in the leg assemblies 23 as a result of the eccentricities between the drive piles 24 and flex legs 36 . upper and lower lateral support frames 28 and 30 eliminate the need for symmetry of the drive piles 24 to balance the moments and prevent moments in the leg assemblies 23 . optimization of the design of the leg assembly 23 independent of the drive pile 24 design can be performed as a result of the offsets between the two elements . the close proximity of the flex leg 36 to the space frame 12 improves the flexibility of the compliant tower 10 and reduces the sway global response . the increased spacing of the drive piles 24 increases the leverage of the drive piles 24 and reduces the pile forces , which results in reduced pile penetrations and tonnages . the increased leverage also improves the potential for using fewer drive piles 24 as a result of the reduced pile loads . ( the term “ drive pile ” as used in this application also includes other pile forms including drilled piles or jetted piles .) referring now to fig4 , a side elevation view of the lower portion 25 of one embodiment of a leg assembly 23 of the present invention is shown . drive piles 24 , driven into the sea floor 20 are driven through drive pile sleeves 26 . drive pile sleeves 26 are horizontally connected to drive pile sleeve receptacles 27 , which in turn are rigidly connected to either upper lateral support frame 28 , or lower lateral support frame 30 . flex leg 36 is horizontally connected to flex leg receptacles 34 , which in turn are rigidly connected to either upper lateral support frame 28 , or lower lateral support frame 30 . additional connective security is provided by tying flex leg 36 to adjacent drive pile sleeves 26 via shear plates 32 . shear plates 32 can alternatively be made in the form of tubular members , or with more flexible materials such as elastomeric materials . with this arrangement , the drive piles 24 , flex legs 36 , and support legs ( 14 of fig2 ) all move laterally in equal amounts because of upper lateral support frame 28 and lower lateral support frame 30 , but drive piles 24 and flex legs 36 are free to move vertically relative to upper lateral support frame 28 and lower lateral support frame 30 . as will be understood by those skilled in the art , once the space frame 12 is leveled , drive piles 24 can be rigidly attached to drive pile sleeves 26 , as by the preferred process of grouting . other methods of forming such a rigid attachment , such as forming a swage connection , may also be used . accordingly , the interconnection of upper lateral support frame 28 and lower lateral support frame 30 to space frame 12 ( as shown in fig3 ) means that drive piles 24 , flex leg 36 , and support leg 14 ( as shown in fig3 ) are constrained from relative lateral motion . moreover , this construction arrangement no longer requires a symmetric arrangement of drive piles and flex legs around support leg 14 , allowing all drive piles 24 to be positioned to the exterior of space frame 12 . further , this positioning of drive piles 24 allows drive piles 24 to be driven after the remainder of the structure is positioned on the sea floor 20 , avoiding the pre - positioning problems and expense of the stab - over methods discussed above . leveling piles may be used to provide a level base for a compliant tower to be set upon offshore . current practice includes the use of four jacking systems at the interface between the compliant tower and leveling piles to provide final leveling capability . these systems are used to ensure that the tower is vertical within desired tolerances . in this practice , the four leveling jack systems are not recoverable and have one time usage , representing additional cost . the leg assembly of the present invention provides accessible leveling surfaces at the tops 60 of the drive piles 24 and tops 50 of the drive pile sleeves 26 . these accessible surfaces act as jack support surfaces for the final leveling of the tower . using these accessible surfaces , existing jacking system designs can be used that are recoverable and reusable . in some cases , a support ( not shown ) may be located interior to the top 50 of the drive pile sleeves 26 . this capability greatly affects installation simplicity and required resources . additionally , supporting space frame 12 with leveling piles will reduce sway natural periods and increase sway response , if the leveling piles remain in a supporting connection with the space frame 12 . in the leg assembly of the present invention , leveling piles 48 can be located at the lower end 38 of flex legs 36 , reducing the undesirable impact on natural sway periods and the need to separate the structure from leveling piles 18 , thereby further simplifying the installation process . referring to fig5 . flex leg guides 42 are positioned further up the space frame 12 ( relative to fig4 ), to insure that flex legs 36 are constrained essentially parallel to support legs 14 . the flex leg guides 42 provide lateral restraining forces to the flex legs 36 without vertical restraint to flex leg assemblies 23 , thereby allowing the flex leg assemblies 23 to move vertically relative to the flex leg guides 42 and support leg 14 . referring again to fig2 , flex legs 36 are rigidly attached to space frame 12 at a desired positions 44 above the sea floor 20 . referring to fig6 , an alternative embodiment to that of fig3 of the leg assembly 23 of the present invention is shown , utilizing an equal number of flex legs 36 and drive piles 24 . as those of skill in the art will recognize , such combinations are a matter of engineering choice , depending on such matters as known environmental conditions , cost factors , the need to provide additional support for a compliant tower , and desired moment arms for the drive piles 24 . referring now to fig7 a and 7b , graphical representations of the response of the leg assembly of the present invention are shown . due to the lateral constraints provided by the lateral tying together of flex leg receptacles 34 and drive pile sleeve receptacles 27 , reaction forces r 27 and r 28 are provided , removing bending forces in flex leg 36 and drive pile 24 . as depicted by graph 60 , the leg assembly of the present invention maintains zero bending force in the flex leg , precluding wear of the assembly components from such bending . the flexibility provided by the flex legs 36 , is a function of the cross sectional area , length , number , distance from rotation axis , and material composition of flex legs 36 . this flexibility is a key element in controlling the sway response of compliant tower 10 . the natural sway period must be approximately twice the period of time varying forces such as wind and waves . one alternative in controlling the sway response is to vary the width of space frame 12 , which varies the distance of flex leg 36 from the axis of rotation . a reduction in the width of space frame 12 increases natural sway periods and reduces sway response . referring to fig8 , these effects are displayed graphically for a compliant tower utilizing the present invention . an increase in natural sway period as the width of the tower is reduced is shown by first plot 52 . second plot 54 demonstrates the reduction in sway response such as overturning moment as the natural sway period is increased with a reduction in the width of the space frame 12 and corresponding flex leg 36 spacing . in a preferred embodiment , the width of the space frame 12 and spacing of flex legs 36 is reduced , while drive piles 24 are maintained at a greater spacing , thereby preventing the drive pile loads from increasing as the base width of the space frame 12 is reduced . referring to fig9 , third plot 56 shows how pile loads increase as their spacing is decreased . fourth plot 58 demonstrates that pile loads remain essentially constant for a case in which the width of space frame 12 is decreased while maintianing the spacing of drive piles 24 constant . this effect is an advantage as drive pile 24 tonnages are reduced , saving cost , and installation is simplified with reduced pile lengths . referring to fig1 , an alternative embodiment of the compliant tower of fig2 includes buoyancy modules 46 in the upper levels of space frame 12 to reduce load induced moments produced by the offset drive piles 24 of the present invention . buoyancy modules 46 serve to offset gravity loading from the topsides weight and reduce corresponding load levels in the support legs 14 and flex legs 36 . buoyancy modules 46 will also attract greater environmental loading from current and waves . reductions in sway response will also develop as buoyancy modules 46 add considerably to the mass of the system and increase natural sway periods . the net impact from the preceding factors will produce load reductions in the flex legs 36 , upper and lower lateral support frames 28 and 30 , shear plates assemblies 32 , and drive piles 24 . those of skill in the art will recognize that , if necessary to adapt to varying conditions such as heavy topsides in relatively shallow water conditions , flex legs 36 may comprise telescoping members ( not shown ) to allow varying flex leg length as conditions require . the above descriptions are provided as examples only , and are not intended to limit the scope of the invention as claimed below .