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RISDevelopment and Testing of an Alternative Dissipative Posttensioned Rocking Timber Wall with Boundary Columns
Publisher: American Society of Civil Engineers
Quasi-Static Cyclic Testing of Two-Thirds Scale Unbonded Posttensioned Rocking Dissipative Timber Walls
Publisher: American Society of Civil Engineers
Abstract: Posttensioning low-damage technologies were first developed in the late 1990s as the main outcome of the U.S. Precast Seismic Structural System (PRESSS) program coordinated by the University of California, San Diego, and ...
Quasi-Static Cyclic Testing of Two-Thirds Scale Unbonded Posttensioned Rocking Dissipative Timber Walls
Publisher: American Society of Civil Engineers
Abstract: Posttensioning low-damage technologies were first developed in the late 1990s as the main outcome of the U.S. Precast Seismic Structural System (PRESSS) program coordinated by the University of California, San Diego, and ...
Fuse-Type External Replaceable Dissipaters: Experimental Program and Numerical Modeling
Publisher: American Society of Civil Engineers
Abstract: The paper presents the experimental and numerical study of a mild steel replaceable dissipation device. The dissipater is made of a milled-down mild steel bar that is confined by a steel tube filled with either grout or ...
Experimental Testing of a Low-Damage Post-Tensioned C-Shaped CLT Core-Wall
Publisher: ASCE
Abstract: The development of strong and stiff lateral load-resisting systems (LLRS) is essential for mid-rise and high-rise timber buildings. On the other hand, within a seismic design philosophy, strength/stiffness and ductility/drift ...