Author |
Title of the paper |
ID |
Zaidi, A. | Behavior of FRP-Reinforced Concrete Slabs under Temperature and Sustained Load Effects | 169 |
Zaidi, A. | Finite element modeling of thermal deformations in concrete beams reinforced with FRP bars | 294 |
Zamperini, E. | Conservation of Historic Timber Roofs: Knowledge, Monitoring, Strengthening | 166 |
Zanotti Fragonara, L. | Experimental dynamic identification of strategic building structures under real seismic loading | 272 |
Zavarise, G. | Mesomechanical modeling of debonding failures in FRP-strengthened structures | KN LDL |
Zengin, E. | Velocities of seismic waves in structures | 43 |
Zhang, S.S. | Debonding Failures in RC Beams Strengthend in Flexure with Near-Surfac Mounted (NSM) CFRP Strips | KN JGT |
Zhao, X.L. | Recent Developments in CFRP Strengthening of Steel Tubular Members and Connections | 13 |
Zhao, X. | Fiber Optical Scour Monitoring System for Subsea Oil Pipe Line | 295 |
Zhong, J. | Research of Cable-sliding Friction Aseismic Bearing Application in Bridges | 248 |
Zigler, R. | Additional Horizontal Stiffening of Historical Masonry Structures with FRP Strips | 106 |
Zomorodian, M. | Constitutive Laws of FRP-Reinforced Concrete Element under Pure Shear | 137 |
Zomorodian, M. | Behavior of FRP Strengthened RC Elements with Carbon Fiber Anchors under Pure Shear | 138 |
Zulfikar, C. | Vibration Characteristics of Bogazici Suspension Bridge using Structural Health Monitoring Data | 281 |
Zwingmann, B. | Stress Concentration and Failure of Perforated CFRP Lamella under Unidirectional Tension | 90 |
|