Dear sir, I didn't get your question properly. But, I thing you want to ask more often techniques which is been used with SMRF to resist seismic forces. 

1. Bracing systems - Concentric, eccentric, with steel panel, BRBF, BDSP or BDSB,etc 

2. Shear wall

3. Negative Stiffness device - University of Buffalo - More advanced

4. Base isolation

5. Strengthening and retrofitting

6. Pre-tensioning or post-tensioning

Sorry if I am wrong sir.

Thank you.

I am not an expert in this field but I think that the present building structures ought to be modified against earthquakes or earth's re-adjustments. Some plastics are stronger than steel (such as Kevlar - a type of Nylon- and the Polycarbonate "Lexan"). I think that there will be advances in plastics bricks or ceramics-plastics bricks or artificial stones combining plastics & ceramics. All this, of course, will not work if an earthquake "swallows" and "buries" a whole village or town as what occured in Algeria some years ago.  

The point from my experiences is that seismic resisting structures should be designed in a ductile way for these buildings in high seismic regions.

Structural control is a recent research area you can consider..Structural control technology has made considerable progress by developing theoretical and experimental researches.  Smart control algorithms and technologies being introduced or incorporated in the structural control technology in recent years.

In addition, new smart materials, for example, shape memory alloy, replacing traditional general materials, such as steel and rubber, improve controllers’ performance.

Please have a look at following recent articles:

Eljajeh, Y., & Petkovski, M. (2014). Centralized semi‐active control of post‐tensioned steel frames. Earthquake Engineering & Structural Dynamics.

Yanik, A., Aldemir, U., & Bakioglu, M. (2014). A new active control performance index for vibration control of three-dimensional structures. Engineering Structures, 62, 53-64.

Li, H., Song, G., Kim, J. T., & Li, G. (2014). Smart Control Algorithms and Technology in Civil Infrastructures.

Turan, G. (2014). Hybrid Control of a 3-D Structure by Using Semi-Active Dampers. In Seismic Evaluation and Rehabilitation of Structures (pp. 329-340). Springer International Publishing.

Thank you all for your answers. In the meantime I have find 3 interesting articles on evaluation of  Moment Resistant Frame.

Please have a look at following  articles:

1. Seismic Response Evaluation of Moment Resistant Frame with Built-Up Column Section BY Mohammad Ebrahimi, 2Hesam Sharifian and 2Mohammad Ahangar

Faculty of Civil Engineering, Khajeh Nassir Toosi University of Technology, Tehran, Iran

2. SEISMIC RETROFIT OF EXISTING STEEL MOMENT RESISTING

FRAMES WITH INNOVATIVE MATERIALS: LARGE SCALE HYBRID

SIMULATION TESTS

Dimitrios G. Lignos1, Daniel M. Moreno-Luna2, and Sarah L. Billington2

3.SEISMIC DAMAGE MITIGATION AND EVALUATION OF STEEL  MOMENT RESISTING FRAMES BY LIU HONG AND SCOTT D. SCHIFF

Respected sir,

These are some of the papers I found interesting. I hope this will help you. 

Thank you.