Author Details

, FRANZIUS-INSTITUT, University of Hannover, Germany

• Coastal Engineering Proceedings No. 24 (1994): Proceedings of 24th Conference on Coastal Engineering, Kobe, Japan, 1994. Conference Proceedings
  WAVE-INDUCED UPLIFT LOADING OF CAISSON BREAKWATER
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• Coastal Engineering Proceedings No. 17 (1980): Proceedings of 17th Conference on Coastal Engineering, Sydney, Australia, 1980. Conference Proceedings
  INVESTIGATIONS ON IRREGULAR WAVES IN HYDRAULIC MODELS
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• Coastal Engineering Proceedings No. 18 (1982): Proceedings of 18th Conference on Coastal Engineering, Cape Town, South Africa, 1982. Conference Proceedings
  INVESTIGATIONS ON ORBITAL VELOCITIES AND PRESSURES IN IRREGULAR WAVES
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• Coastal Engineering Proceedings No. 16 (1978): Proceedings of 16th Conference on Coastal Engineering, Hamburg, Germany, 1978. Conference Proceedings
  A NUMERICAL APPROACH FOR THE DETERMINATION OF THE WAVE HEIGHT DISTRIBUTION IN A HARBOUR
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• Coastal Engineering Proceedings No. 18 (1982): Proceedings of 18th Conference on Coastal Engineering, Cape Town, South Africa, 1982. Conference Proceedings
  MORPHOLOGICAL REACTIONS OF TIDAL SYSTEMS DUE TO NEARSHORE CONSTRUCTION WORKS
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• Coastal Engineering Proceedings No. 20 (1986): Proceedings of 20th Conference on Coastal Engineering, Taipei, Taiwan, 1986. Conference Proceedings
  NEAR-SURFACE ORBITAL VELOCITIES IN IRREGULAR WAVES
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• Coastal Engineering Proceedings No. 23 (1992): Proceedings of 23rd Conference on Coastal Engineering, Venice, Italy, 1992. Conference Proceedings
  DYNAMIC RESPONSE OF VERTICAL STRUCTURES TO BREAKING WAVE FORCES - REVIEW OF THE CIS DESIGN EXPERIENCE
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• Coastal Engineering Proceedings No. 18 (1982): Proceedings of 18th Conference on Coastal Engineering, Cape Town, South Africa, 1982. Conference Proceedings
  WAVE RUN-UP AT SEA DIKES UNDER OBLIQUE WAVE APPROACH
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• Coastal Engineering Proceedings No. 24 (1994): Proceedings of 24th Conference on Coastal Engineering, Kobe, Japan, 1994. Conference Proceedings
  OSCILLATORY MOTIONS AND PERMANENT DISPLACEMENTS OF CAISSON BREAKWATERS SUBJECT TO IMPULSIVE BREAKING WAVE LOADS
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