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Load-bearing self-centering stiffened corrugated steel damping wall
The invention relates to a load-bearing self-centering stiffened corrugated steel damping wall comprising a first steel column, a second steel column, a first steel beam, a second steel beam, first corrugated web T-steel, second corrugated web T-steel, a first corrugated base plate, a second corrugated base plate, corrugated steel plates, a first side-edge stiffening rib, a second side-edge stiffening rib, first anchors, second anchors and prestressed tendons; first edges of the first steel column, the second steel column and the corrugated steel plates are fixed between the first corrugated web T-steel and the first corrugated base plate, and second edges of the same are fixed between the second corrugated web T-steel and the second corrugated base plate; the first corrugated web T-steel is fixed to the first steel beam; the second corrugated web T-steel is fixed to the second steel beam; one ends of the prestressed tendons are anchored to the first steel beam through the first anchors while the other ends are anchored to the second steel beam through the second anchors. The load-bearing self-centering stiffened corrugated steel damping wall is high in lateral bearing capacity, high in energy dissipation capacity and capable of self-centering.
Load-bearing self-centering stiffened corrugated steel damping wall
The invention relates to a load-bearing self-centering stiffened corrugated steel damping wall comprising a first steel column, a second steel column, a first steel beam, a second steel beam, first corrugated web T-steel, second corrugated web T-steel, a first corrugated base plate, a second corrugated base plate, corrugated steel plates, a first side-edge stiffening rib, a second side-edge stiffening rib, first anchors, second anchors and prestressed tendons; first edges of the first steel column, the second steel column and the corrugated steel plates are fixed between the first corrugated web T-steel and the first corrugated base plate, and second edges of the same are fixed between the second corrugated web T-steel and the second corrugated base plate; the first corrugated web T-steel is fixed to the first steel beam; the second corrugated web T-steel is fixed to the second steel beam; one ends of the prestressed tendons are anchored to the first steel beam through the first anchors while the other ends are anchored to the second steel beam through the second anchors. The load-bearing self-centering stiffened corrugated steel damping wall is high in lateral bearing capacity, high in energy dissipation capacity and capable of self-centering.
Load-bearing self-centering stiffened corrugated steel damping wall
TAN PING (author) / WEI YAO (author) / LI YANG (author) / ZHANG YING (author) / LI WENYAN (author) / LONG YAOQIU (author) / LIU HUAN (author)
2015-04-29
Patent
Electronic Resource
English
IPC:
E04B
Allgemeine Baukonstruktionen
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GENERAL BUILDING CONSTRUCTIONS
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