ALC墙板已成为装配式建筑结构中一种常用的墙体形式，但在正常使用中经常出现墙体开裂，对建筑的美观和耐久性产生了不利影响。为研究内嵌ALC墙板抗裂性能及其对钢框架受力性能的影响，本文设计两榀足尺单层单跨刚接钢框架-内嵌ALC墙板试件并进行拟静力试验，墙体与钢框架分别使用内置锚连接和管卡连接两种方式，同时变化不同墙体饰面做法，经过实测得到试件的滞回曲线、骨架曲线、刚度退化曲线并观察试验现象。试验结果表明，两个试件的滞回曲线都是比较饱满的滞回环，内置锚试件的承载力略高于管卡试件的承载力，两种试件都具有良好的协同工作能力。综合考虑承载力和刚度，内置锚试件的抗侧性能优于管卡试件。采用改性双组分MS胶作为ALC墙板和钢框架连接材料，比采用聚氨酯发泡作为连接材料墙体开裂更晚，说明MS胶具有良好的变形能力，有助于提高墙体的抗裂性能。

Autoclaved Lightweight Concrete （ALC） walls have become a commonly used wall form in prefabricated building structures， but wall cracking， which often occurs during normal use， adversely affects the aesthetics and durability of the building. In order to study the cracking resistance of embedded ALC wall panels and their effect on the stress performance of steel frames， this paper designs and completes the quasi-static full-scale tests of two single-story single-span rigidly-jointed steel frame specimens with embedded ALC walls which are connected to the steel frames with in-built anchors and pipe clips， respectively. Varying different wall finishes， the hysteresis curves， skeleton curves， stiffness degradation curves of the specimens are obtained from the actual measurements and the key experimental phenomena are observed. The test results show that the hysteretic curves of the two specimens are full hysteresis loops， the bearing capacity of the built-in anchor specimen is slightly higher than that of the pipe clip specimen， and the specimens have a good ability to work together. Considering the load capacity and stiffness， the lateral resistance of the built-in anchor specimen is better than that of the pipe clip specimen. The use of modified two-component MS adhesive as the connection material between ALC wall panels and steel frames results in later cracking compared to the use of polyurethane foam connection， which indicates that MS adhesive has a good deformation capacity， which helps to improve the cracking resistance of the wall.