| Analysis of high‐rise braced frames with outriggers JCD Hoenderkamp, MCM Bakker The structural design of tall and special buildings 12 (4), 335-350, 2003 | 148 | 2003 |
| Shear wall with outrigger trusses on wall and column foundations JCD Hoenderkamp The structural design of tall and special buildings 13 (1), 73-87, 2004 | 84 | 2004 |
| Second outrigger at optimum location on high‐rise shear wall JCD Hoenderkamp The structural design of tall and special buildings 17 (3), 619-634, 2008 | 82 | 2008 |
| Experimental investigation of residual stresses in roller bent wide flange steel sections RC Spoorenberg, HH Snijder, JCD Hoenderkamp Journal of Constructional Steel Research 66 (6), 737-747, 2010 | 70 | 2010 |
| Finite element simulations of residual stresses in roller bent wide flange sections RC Spoorenberg, HH Snijder, JCD Hoenderkamp Journal of Constructional Steel Research 67 (1), 39-50, 2011 | 50 | 2011 |
| Preliminary analysis of high-rise braced frames with facade riggers JCD Hoenderkamp, HH Snijder Journal of Structural Engineering 129 (5), 640-647, 2003 | 47 | 2003 |
| A generalized approach to the deflection analysis of braced frame, rigid frame, and coupled wall structures BS Smith, M Kuster, JCD Hoenderkamp Canadian Journal of Civil Engineering 8 (2), 230-240, 1981 | 45 | 1981 |
| Simplified analysis of façade rigger braced high‐rise structures JCD Hoenderkamp, HH Snijder The Structural Design of Tall Buildings 9 (4), 309-319, 2000 | 36 | 2000 |
| Proposed residual stress model for roller bent steel wide flange sections RC Spoorenberg, HH Snijder, JCD Hoenderkamp Journal of Constructional Steel Research 67 (6), 992-1000, 2011 | 30 | 2011 |
| Simplified analysis of asymmetric high‐rise structures with cores JCD Hoenderkamp The Structural Design of Tall Buildings 11 (2), 93-107, 2002 | 30 | 2002 |
| Influence of end plate splices on the load carrying capacity of columns HH Snijder, JCD Hoenderkamp Journal of Constructional Steel Research 64 (7-8), 845-853, 2008 | 27 | 2008 |
| Approximate analysis of high‐rise frames with flexible connections JCD Hoenderkamp, HH Snijder The structural design of tall buildings 9 (3), 233-250, 2000 | 26 | 2000 |
| Elastic analysis of asymmetric tall building structures JCD Hoenderkamp The Structural Design of Tall Buildings 10 (4), 245-261, 2001 | 20 | 2001 |
| Mechanical properties of roller bent wide flange sections—Part 1: Experimental investigation RC Spoorenberg, HH Snijder, JCD Hoenderkamp Journal of Constructional Steel Research 68 (1), 51-62, 2012 | 19 | 2012 |
| A theoretical method for calculating the collapse load of steel circular arches RC Spoorenberg, HH Snijder, JCD Hoenderkamp Engineering Structures 38, 89-103, 2012 | 18 | 2012 |
| Design rules for lateral torsional buckling of channel sections subject to web loading HH Snijder, JCD Hoenderkamp, MCM Bakker, H Steenbergen, ... Stahlbau 77 (4), 247-256, 2008 | 17 | 2008 |
| Mechanical properties of roller bent wide flange sections—Part 2: Prediction model RC Spoorenberg, HH Snijder, JCD Hoenderkamp Journal of Constructional Steel Research 68 (1), 63-77, 2012 | 13 | 2012 |
| A GRAPHICAL METHOD OF COMPARING THE SWAY RESISTANCE OF TALL BUILDING STRUCTURES. B Stafford Smith, JCD Hoenderkamp, M Kuster, BS SMITH Proceedings of the Institution of Civil Engineers 73 (4), 713-729, 1982 | 13 | 1982 |
| Critical loads of lateral load resisting structures for tall buildings JCD Hoenderkamp The structural design of tall buildings 11 (3), 221-232, 2002 | 12 | 2002 |
| The influence of non-rigid floor structures on facade rigger braced high-rise trussed frames JCD Hoenderkamp Advances in Structural Engineering 12 (3), 385-397, 2009 | 11 | 2009 |
