A Modeling Method for Concrete-Filled Steel Tube Frame-Multi- Ribbed Reinforcement Concrete Wall System

GUAN Yongying; ZHAO Muzi; CHEN Xiangyu; GONG Chao; WU Changguo; ZHANG Sumei; LI Eryao; YU Xuanda; LI Yanna

doi:10.3724/j.gyjzG24092611

Volume 55 Issue 1

Jan. 2025

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2025 > 55(1): 129-136

GUAN Yongying, ZHAO Muzi, CHEN Xiangyu, GONG Chao, WU Changguo, ZHANG Sumei, LI Eryao, YU Xuanda, LI Yanna. A Modeling Method for Concrete-Filled Steel Tube Frame-Multi- Ribbed Reinforcement Concrete Wall System[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(1): 129-136. doi: 10.3724/j.gyjzG24092611

Citation:

GUAN Yongying, ZHAO Muzi, CHEN Xiangyu, GONG Chao, WU Changguo, ZHANG Sumei, LI Eryao, YU Xuanda, LI Yanna. A Modeling Method for Concrete-Filled Steel Tube Frame-Multi- Ribbed Reinforcement Concrete Wall System[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(1): 129-136. doi: 10.3724/j.gyjzG24092611

Citation:

GUAN Yongying, ZHAO Muzi, CHEN Xiangyu, GONG Chao, WU Changguo, ZHANG Sumei, LI Eryao, YU Xuanda, LI Yanna. A Modeling Method for Concrete-Filled Steel Tube Frame-Multi- Ribbed Reinforcement Concrete Wall System[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(1): 129-136. doi: 10.3724/j.gyjzG24092611

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A Modeling Method for Concrete-Filled Steel Tube Frame-Multi- Ribbed Reinforcement Concrete Wall System

doi: 10.3724/j.gyjzG24092611

1. China MCC17 Group Co., Ltd., Maanshan 243000, China;
2. Central Research Institute of Building and Construction (Shenzhen) Co., Ltd., MCC Group, Shenzhen 518055, China;
3. School of Civil and Environmental Engineering, Harbin Institute of Technology (Shenzhen), Shenzhen 518055, China

Received Date: 2024-09-26
Available Online: 2025-03-28

Abstract

Abstract

The multi-ribbed composite wall is a new type of seismic wall formed by concrete ribbed beams and ribbed columns, and filled with light weight materials in the grid. It has the advantages of light weight, good seismic performance, convenient construction and low cost; hence, having a promising future in multi-level buildings. The concrete-filled steel tube frame-multi-ribbed reinforced concrete shear wall structure system is formed by combining multi-ribbed composite walls with the concrete-filled steel tube frame structure system, which makes the seismic performance of the structure system better and saves the construction cost. However, there is no modeling method for concrete-filled steel tube frame-reinforced concrete multi-ribbed shear wall structure system for designers, which restricts the practical application of this kind of structure system. Because of this, the experiments on two multi-ribbed composite walls under lateral monotonic loading were carried out. The force-lateral deformation curves of the walls were obtained. Based on the test results, two equivalent modeling methods were compared, and an equivalent modeling method for multi-ribbed composite wall was proposed. Based on the equivalent modeling method, the comparative studies were conducted for concrete-filled steel tube frame-multi-ribbed composite wall structure system with different methods. The effects of the equivalent modeling method on the mechanical properties were investigated.
- multi-ribbed reinforced concrete wall,
- monotonic lateral loading,
- equivalent modeling method,
- concrete-filled steel tubular structures,
- structural analysis

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References(15)

References

[1]	周小真,姚谦峰.格构板式轻型建筑墙板抗震性能试验研究[J].西安建筑科技大学学报(自然科学版),1993(1):9-15.
[2]	姚谦峰,黄炜,田洁,等.密肋复合墙体受力机理及抗震性能试验研究[J].建筑结构学报,2004(6):67-74.
[3]	JIA Y J, YUAN Q, YAO Q F.Research on shear resistant capacity and reliability of multiribbed composite wall in high-rise building[J].Key Engineering Materials, 2005, 302/303:669-675.
[4]	王爱民,姚谦峰,吴敏哲,等.密肋复合墙体压弯剪复合受力性能试验研究[J].建筑结构学报,2008(2):79-84.
[5]	孟宏睿,姚谦峰,张荫.密肋复合墙体结构轻质填充材料本构模型的研究[J].混凝土,2007(9):80-82.
[6]	郭猛, 姚谦峰.框架-密肋复合墙结构新体系研究[J].地震工程与工程振动,2009,29(5):73-78.
[7]	TIAN Y X, HUANG W, ZHAO D, et al.Simplified calculation model of Eco-composite wall structure based on composite[J].Advanced Materials Research, 2011, 1270:2098-2101.
[8]	GU J.Calculating the rigid frame diagonal strut for Multi-ribbed composite wall[J]. Journal of Computational Methods in Sciences and Engineering, 2019, 20(4): 1-10.
[9]	朱倩,蒋永杰,岳旭鹏,等.钢管RPC边框密肋复合剪力墙抗剪性能[J].建筑科学与工程学报, 2020,37(5):142-150.
[10]	龚超,贾明明,刘信,等.钢框架-嵌挂结合型密肋复合墙板整体性能研究[J].工程力学,2020,37(增刊1):121-129.
[11]	张锡治,张玉鑫,张群礼,等.密肋砂加气复合墙抗震性能试验及刚度分析[J].天津大学学报(自然科学与工程技术版),2021,54(7):719-727.
[12]	袁泉,董嘉林,朱洪磊.装配式钢管密肋保温复合墙体抗震性能试验研究[J].湖南大学学报(自然科学版),2021,48(3):88-98.
[13]	中华人民共和国住房和城乡建设部.混凝土结构设计标准:GB/T 50010—2010[S].北京:中国建筑工业出版社, 2024.
[14]	金辰华.高轴压比下小剪跨比RC剪力墙的抗震性能和设计方法研究[D].南京:东南大学, 2019.
[15]	中华人民共和国住房和城乡建设部.密肋复合板结构技术规程:JGJ/T 275—2013[S].北京:中国建筑工业出版社, 2013.

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