T/CI 566-2024 Active Group standards

T/CI 566-2024 Design Guidelines for Vibration Reduction and Strengthening Control of Prefabricated Shear Wall Structures

T/CI 566-2024 Design Guidelines for Vibration Reduction and Strengthening Control of Prefabricated Shear Wall Structures

Publish Date: 2024-11-01 Implement Date: 2024-11-01 For services related to genuine standard inquiry, procurement, translation, and other related services in China, please Contact Us
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Basic Information

Standard Code: T/CI 566-2024
Standard Type: Group standards
Standard Status: Active
is_force_gb: no
CCS Name: Engineered earthquake resistance, engineering fire prevention, and civil air defense projects
ICS Name: Wall, partition wall, and curtain wall
Publish Date: 2024-11-01
Implement Date: 2024-11-01

Scope

Scope: This document provides the resilience seismic performance indicators and evaluation methods for prefabricated shear walls, and provides guidance for the design of vertical resilient connection structures and lateral resilient connection structures of shear walls. This document is applicable to the resilience seismic design of prefabricated shear wall structures in areas with seismic fortification intensities of 6, 7, 8, and 9 (hereinafter referred to as 6, 7, 8, and 9), and is applicable to prefabricated shear wall structures or prefabricated frame-shear wall structures with 10 floors or more. It is not applicable to prefabricated shear wall structure systems in areas with seismic fortification intensities greater than 9 or to buildings with special requirements. Main technical content: This document provides the resilience seismic performance indicators and evaluation methods for prefabricated shear walls, and provides guidance for the design of vertical resilient connection structures and lateral resilient connection structures of shear walls. This document is applicable to the resilience seismic design of prefabricated shear wall structures in areas with seismic fortification intensities of 6, 7, 8, and 9 (hereinafter referred to as 6, 7, 8, and 9), and is applicable to prefabricated shear wall structures or prefabricated frame-shear wall structures with 10 floors or more. It is not applicable to prefabricated shear wall structure systems in areas with seismic fortification intensities greater than 9 or to buildings with special requirements.

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